{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":119,"total_is_capped":false,"direct_labels_cover":1,"predictions_cover":119,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"query_hash":"564efe70a731","filters":{"venue":"International Journal for Numerical Methods in Engineering"}},"results":[{"id":"W2030865919","doi":"10.1002/nme.2670","title":"Immersed particle method for fluid–structure interaction","year":2009,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":403,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Office of Naval Research","keywords":"Classification of discontinuities; Fluid–structure interaction; Coupling (piping); Mechanics; Particle (ecology); Particle method; Fluid dynamics; Simple (philosophy); Discrete element method; Partition (number theory); Classical mechanics; Materials science; Physics; Structural engineering; Mathematics; Engineering; Finite element method; Geology; Mathematical analysis; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01982869005332916,"gpt":0.396477966476995,"spread":0.3766492764236659,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038504,0.0001709105,0.0002129623,0.0002654808,0.0000556353,0.0001170827,0.0002274081,0.00008602172,0.00004899811],"category_scores_gemma":[0.0005065274,0.0001741093,0.0001908736,0.000181763,0.000004941418,0.0003817475,0.00001101566,0.0003254211,0.000001496591],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003366396,"about_ca_system_score_gemma":0.00001197888,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002841763,"about_ca_topic_score_gemma":8.083232e-7,"domain_scores_codex":[0.9989052,0.00003356248,0.0004943794,0.000154209,0.0001389281,0.0002737028],"domain_scores_gemma":[0.9989356,0.0006414136,0.00005533243,0.00009791432,0.000175648,0.0000940461],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004545082,0.00002377904,0.00001537898,0.000007441089,0.00006449381,0.000001920392,0.00008364602,0.7944485,0.1251939,0.002471556,0.0002033673,0.0774406],"study_design_scores_gemma":[0.0006087646,0.00007429353,0.0002612635,0.00004103135,0.0000156173,0.00009638937,0.0000367226,0.9639337,0.01313537,0.003560349,0.01805558,0.0001808759],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.003608354,0.00009303095,0.9898542,0.0005173068,0.005513262,0.0001986946,0.00002769332,0.0001030811,0.00008434134],"genre_scores_gemma":[0.2491517,0.00001946221,0.7501675,0.0001106219,0.0004437848,0.00002649267,0.00001394349,0.00003127279,0.00003520969],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2455433,"threshold_uncertainty_score":0.7099969,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2131005613","doi":"10.1002/nme.777","title":"On the construction of blending elements for local partition of unity enriched finite elements","year":2003,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Numerical methods in engineering","field":"Engineering","cited_by":332,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Ryerson University","keywords":"Partition of unity; Partition (number theory); Finite element method; Convergence (economics); Rate of convergence; Mathematics; Polynomial; Applied mathematics; Element (criminal law); Mathematical optimization; Function (biology); Mathematical analysis; Computer science; Engineering; Combinatorics; Structural engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03646341982548765,"gpt":0.3743035526548072,"spread":0.3378401328293196,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00221381,0.0002138347,0.000360493,0.0003504572,0.00003947876,0.0000218769,0.0003296514,0.00008910446,0.00003818616],"category_scores_gemma":[0.004849623,0.0001889773,0.0001974083,0.0003430759,0.00004346445,0.0001309408,0.0000235289,0.0003826624,4.665075e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000276889,"about_ca_system_score_gemma":0.00002150738,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001377206,"about_ca_topic_score_gemma":1.598359e-7,"domain_scores_codex":[0.9980377,0.0001521099,0.001004263,0.0001545092,0.0003279916,0.0003234226],"domain_scores_gemma":[0.9957315,0.003617146,0.0002240268,0.0001448947,0.0002040482,0.00007838687],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005931773,0.00005614847,0.0002433104,0.0001076167,0.0002263216,0.000001335424,0.00006907716,0.8752955,0.02527986,0.04217727,0.00002221482,0.05646203],"study_design_scores_gemma":[0.0009966029,0.0001670485,0.0001544853,0.0002081794,0.00003437411,0.00002427438,0.0001364631,0.8694721,0.1008461,0.02392591,0.003793119,0.0002413119],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.007896583,0.00007831553,0.987945,0.00004045558,0.003512905,0.0003051695,0.00002389756,0.00004357375,0.0001540652],"genre_scores_gemma":[0.3646275,0.0000342154,0.6351371,0.00001305893,0.00007277015,0.00007133181,0.000003137786,0.00003718234,0.000003670477],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.3567309,"threshold_uncertainty_score":0.7706271,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1958891526","doi":"10.1002/nme.3267","title":"A robust weakly compressible SPH method and its comparison with an incompressible SPH","year":2011,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":188,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Victoria","funders":"","keywords":"Airfoil; Smoothed-particle hydrodynamics; Finite element method; Mechanics; Discretization; Compressibility; Lift (data mining); Mathematics; Physics; Computer science; Mathematical analysis; Structural engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.06957635979284735,"gpt":0.3808170855587755,"spread":0.3112407257659281,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004355797,0.0002147687,0.0003084677,0.0003935795,0.00006766793,0.0001142674,0.0003129291,0.00008367022,0.00007700902],"category_scores_gemma":[0.0001095813,0.0001976191,0.00006818,0.0002006392,0.00001316557,0.0006370893,0.00004781771,0.0004962269,0.000001748185],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001353198,"about_ca_system_score_gemma":0.00001602443,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002359451,"about_ca_topic_score_gemma":0.000006343925,"domain_scores_codex":[0.9987743,0.00006749456,0.0004954961,0.0002005279,0.0001907094,0.0002714896],"domain_scores_gemma":[0.9991071,0.0003513166,0.00007764153,0.0001175767,0.0001752356,0.0001710907],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00007646172,0.0000825125,0.0007811669,0.00002541847,0.0001256412,0.00001077044,0.000338465,0.980004,0.005574026,0.002149028,0.00002387828,0.0108086],"study_design_scores_gemma":[0.0005327027,0.0001357219,0.00222537,0.0001220299,0.00002145574,0.0001976668,0.00007165178,0.9908484,0.003540299,0.0006337806,0.001425189,0.0002457447],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01474182,0.0003214819,0.982497,0.00002282356,0.001445796,0.0001468539,0.0000134998,0.0001235911,0.0006871038],"genre_scores_gemma":[0.2941768,0.00003229929,0.7055378,0.0000131571,0.0001298417,0.00002903724,0.000005408194,0.00004656145,0.00002916803],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2794349,"threshold_uncertainty_score":0.8058671,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2043916734","doi":"10.1002/nme.2458","title":"SPH with the multiple boundary tangent method","year":2008,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":163,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tangent; Smoothed-particle hydrodynamics; Boundary (topology); Benchmark (surveying); Boundary value problem; Singular boundary method; Mathematics; Applied mathematics; Mathematical analysis; Computer science; Mathematical optimization; Mechanics; Geometry; Physics; Boundary element method; Finite element method; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.02312790250495053,"gpt":0.3524545174451522,"spread":0.3293266149402017,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003961028,0.0001511744,0.0001642607,0.0002073368,0.0001214002,0.00006990812,0.0003044543,0.00004759802,0.00003944311],"category_scores_gemma":[0.000244948,0.000109893,0.0001165311,0.000204098,0.00002190207,0.0002191592,0.00002606846,0.0004471413,0.000003240107],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002598834,"about_ca_system_score_gemma":0.00002404842,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009113347,"about_ca_topic_score_gemma":0.000003576218,"domain_scores_codex":[0.999093,0.00004446415,0.0003065291,0.0001167569,0.0002160592,0.0002231999],"domain_scores_gemma":[0.9987009,0.0009326011,0.000041673,0.0001126419,0.0001384681,0.00007377672],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002508534,0.00002183062,0.000302515,0.000005362861,0.0001225954,0.00002170661,0.0001974403,0.9839851,0.003017354,0.0003838271,0.0004192773,0.01149794],"study_design_scores_gemma":[0.0003785471,0.00003282849,0.001127427,0.00002696073,0.000009018984,0.0006274267,0.00003939128,0.914418,0.0006958577,0.0001258148,0.08237999,0.0001386993],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.005114758,0.0002677566,0.9913705,0.0003889733,0.00237281,0.0001275813,0.00001081907,0.00008551701,0.0002612768],"genre_scores_gemma":[0.1464652,0.00008046644,0.8528149,0.00006775688,0.0003538043,0.00005237763,0.000004918529,0.00004795825,0.0001126787],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.1413504,"threshold_uncertainty_score":0.4481305,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2033456925","doi":"10.1002/nme.308","title":"An efficient multi‐layer planar 3D fracture growth algorithm using a fixed mesh approach","year":2001,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Numerical methods in engineering","field":"Engineering","cited_by":136,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"University of Minnesota","keywords":"Planar; Discontinuity (linguistics); Algorithm; Fracture (geology); Displacement (psychology); Surface (topology); Mathematics; Geometry; Computer science; Mathematical analysis; Materials science; Composite material; Computer graphics (images)","retraction":null,"screen_n_in":null,"score":{"opus":0.04199569458642483,"gpt":0.3854371690418181,"spread":0.3434414744553932,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001447547,0.0005450623,0.0006433882,0.000784163,0.00009120084,0.000194179,0.0009455201,0.0002852355,0.00003924372],"category_scores_gemma":[0.0008573451,0.0005483943,0.0002730247,0.0006636652,0.00003138451,0.0003914541,0.00005573691,0.001258519,0.000002800393],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007628636,"about_ca_system_score_gemma":0.00003022911,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001800747,"about_ca_topic_score_gemma":1.711471e-7,"domain_scores_codex":[0.9969994,0.0001785829,0.0009311738,0.0004654686,0.0005835654,0.0008417553],"domain_scores_gemma":[0.998253,0.0006831911,0.000126227,0.0002853879,0.0002403452,0.0004118327],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003160469,0.0001465302,0.0001204398,0.00003955434,0.0001791119,0.0000858573,0.0002145806,0.926626,0.0200123,0.00009999594,0.0000202065,0.05242382],"study_design_scores_gemma":[0.0009743522,0.00005667118,0.0003505389,0.0001004994,0.00003457115,0.0008112217,0.00006603172,0.9897829,0.003106056,0.0001883814,0.003905271,0.0006235073],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.002716959,0.0004355321,0.9909466,0.00004089287,0.005025779,0.0003096427,0.00001998843,0.0004292609,0.00007538182],"genre_scores_gemma":[0.03398824,0.00008359292,0.9644175,0.00009402387,0.001116613,0.00006820496,0.00001319197,0.0002083212,0.00001032672],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.0631569,"threshold_uncertainty_score":0.9996967,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2168451461","doi":"10.1002/nme.1401","title":"Three‐dimensional immersed finite element methods for electric field simulation in composite materials","year":2005,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Electromagnetic Simulation and Numerical Methods","field":"Engineering","cited_by":129,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Polygon mesh; Finite element method; Cartesian coordinate system; Mesh generation; Electric field; Interface (matter); Regular grid; Computer science; Geometry; Computational science; Mathematics; Mathematical analysis; Structural engineering; Engineering; Physics; Grid; Parallel computing","retraction":null,"screen_n_in":null,"score":{"opus":0.02788690342588933,"gpt":0.4102969691147925,"spread":0.3824100656889031,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.002136442,0.000283803,0.0004634661,0.0006638301,0.0000463558,0.00008611126,0.0003259251,0.000158434,0.0001322061],"category_scores_gemma":[0.001666262,0.0002939764,0.0001809438,0.0004083131,0.000006821641,0.0002153717,0.0000350035,0.0004060085,0.000002537806],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004449268,"about_ca_system_score_gemma":0.00002407563,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000906803,"about_ca_topic_score_gemma":0.000001715885,"domain_scores_codex":[0.9977854,0.0001749276,0.00102184,0.0002644171,0.0002440128,0.000509395],"domain_scores_gemma":[0.9932727,0.006192748,0.0001216852,0.0001213144,0.0001630327,0.0001285859],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001280278,0.00003738768,0.00004282901,0.00001639225,0.00004914178,0.000001724563,0.00003530411,0.6026395,0.1669546,0.0001597112,0.00002114134,0.2299142],"study_design_scores_gemma":[0.001392671,0.0001630994,0.000632803,0.00006035787,0.00001646188,0.00001700004,0.000003748511,0.896522,0.09086005,0.001922357,0.008121139,0.000288324],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01103861,0.0004546154,0.9851331,0.000446607,0.002345704,0.0004551884,0.000006800236,0.00009065437,0.00002873667],"genre_scores_gemma":[0.1517084,0.00002708203,0.8473367,0.0002309638,0.0005261483,0.00008868024,0.00001135975,0.00006018785,0.00001046711],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2938825,"threshold_uncertainty_score":0.9999512,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1966445348","doi":"10.1002/nme.1804","title":"A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":109,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"Engineering and Physical Sciences Research Council; Natural Sciences and Engineering Research Council of Canada; Universidade Federal do Rio Grande do Sul; Université Laval","keywords":"Discrete element method; Breakage; Materials science; Simple (philosophy); Cementation (geology); Isotropy; Finite element method; Modulus; Composite material; Structural engineering; Mechanics; Engineering; Physics; Optics; Cement","retraction":null,"screen_n_in":null,"score":{"opus":0.005215191381683054,"gpt":0.307306166718461,"spread":0.302090975336778,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008659263,0.0003086161,0.0004090664,0.000466196,0.00004142639,0.0001529889,0.0003055551,0.0001341768,0.000002824199],"category_scores_gemma":[0.0002824188,0.0002818175,0.0001148116,0.0002885355,0.00001028379,0.00008426044,0.00007122613,0.000633576,1.862315e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003882416,"about_ca_system_score_gemma":0.000006809709,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004405088,"about_ca_topic_score_gemma":0.000001347756,"domain_scores_codex":[0.9983267,0.0000609075,0.000575615,0.0002863717,0.0002661622,0.0004842799],"domain_scores_gemma":[0.9992166,0.0004619541,0.00004699036,0.0001005912,0.00003524631,0.0001386327],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003091551,0.00001200827,0.000146907,0.0000565665,0.00003949722,0.000007176744,0.00006550301,0.9126217,0.07930987,0.0006540516,0.0001059041,0.00694983],"study_design_scores_gemma":[0.001027981,0.00005579218,0.002693481,0.00009199536,0.00001323709,0.0001311427,0.00002073117,0.9746802,0.01529936,0.00115063,0.004432983,0.0004024004],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05098324,0.0005645266,0.946907,0.00007458483,0.0009942809,0.0002536334,0.00001795825,0.0001150042,0.00008978986],"genre_scores_gemma":[0.5650438,0.000005260707,0.4346972,0.00001852529,0.0001332315,0.00004060364,0.00001069881,0.00003967612,0.00001099368],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.5140606,"threshold_uncertainty_score":0.9999634,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2153166947","doi":"10.1002/nme.3356","title":"A high‐order accurate particle‐in‐cell method","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Lattice Boltzmann Simulation Studies","field":"Engineering","cited_by":67,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Advection; Regularization (linguistics); Numerical diffusion; Eulerian path; Applied mathematics; Grid; Compressibility; Interpolation (computer graphics); Mathematics; Rate of convergence; Convergence (economics); Mathematical optimization; Computer science; Classical mechanics; Physics; Key (lock); Mechanics; Geometry; Lagrangian; Motion (physics)","retraction":null,"screen_n_in":null,"score":{"opus":0.04479154269938274,"gpt":0.4145092661340705,"spread":0.3697177234346877,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001384347,0.0002041432,0.000307617,0.0002766602,0.00002839719,0.00006430688,0.0002681814,0.00008133014,0.00004618194],"category_scores_gemma":[0.0007262853,0.0001991293,0.0001018441,0.0003581844,0.000009032441,0.0005094207,0.0000572114,0.0004191693,0.00001164578],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002991371,"about_ca_system_score_gemma":0.00001087743,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007079365,"about_ca_topic_score_gemma":6.786359e-7,"domain_scores_codex":[0.9984198,0.00009001031,0.0006055243,0.0001339857,0.0002529127,0.0004977928],"domain_scores_gemma":[0.9983893,0.001173087,0.00006647005,0.0001000947,0.000131794,0.0001392311],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001872561,0.00005589995,0.002142373,0.00002615225,0.00008107741,0.000009128903,0.0004795493,0.9697034,0.007019026,0.001125718,0.0000590499,0.0192799],"study_design_scores_gemma":[0.001215715,0.0000204307,0.007856388,0.00005819683,0.00001933368,0.00005525953,0.0001115346,0.9632017,0.01204881,0.0007599604,0.01431094,0.0003417535],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01639555,0.0008050703,0.9776234,0.00016121,0.004618555,0.0001335337,0.000005084664,0.0001032763,0.0001543154],"genre_scores_gemma":[0.401912,0.00004971111,0.5974666,0.0000437225,0.0004150017,0.00003760352,0.000001356797,0.00004066593,0.00003327241],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.3855164,"threshold_uncertainty_score":0.8120257,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2101577814","doi":"10.1002/nme.2036","title":"Numerical comparison of some Hessian recovery techniques","year":2007,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Polygon mesh; Hessian matrix; A priori and a posteriori; Piecewise; Computer science; Applied mathematics; Mathematical optimization; Algorithm; Piecewise linear function; Series (stratigraphy); Mathematics; Mathematical analysis","retraction":null,"screen_n_in":null,"score":{"opus":0.04314480762763843,"gpt":0.4532918033633576,"spread":0.4101469957357191,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001752781,0.0002637455,0.0005904256,0.0005777233,0.00003341478,0.00003875121,0.0005615717,0.0001494786,0.00001731836],"category_scores_gemma":[0.002078721,0.0002680891,0.0002360187,0.0003940038,0.00003553072,0.0003250532,0.00005345371,0.0006477637,0.000001819857],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003987492,"about_ca_system_score_gemma":0.00002080076,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001888337,"about_ca_topic_score_gemma":1.047632e-7,"domain_scores_codex":[0.9975454,0.00006906848,0.001310166,0.0001974744,0.0004604376,0.0004174502],"domain_scores_gemma":[0.9957491,0.00350501,0.0002297459,0.0001479018,0.000206003,0.0001622077],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00007363126,0.0001135381,0.0002109087,0.0001016356,0.0001202182,0.00001560575,0.0001544393,0.5458526,0.01057687,0.004020354,0.00007067284,0.4386895],"study_design_scores_gemma":[0.0005071635,0.0002081809,0.0004600563,0.0003485855,0.00002172151,0.0001531767,0.0001012823,0.7875555,0.1317316,0.06831272,0.01007737,0.0005226762],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.0009462273,0.0004553814,0.9939527,0.00009917753,0.003821133,0.0001849268,0.000006976467,0.000205821,0.00032767],"genre_scores_gemma":[0.08329339,0.00003839754,0.9159309,0.00005183448,0.0005713,0.00002295434,0.000003193228,0.00007787568,0.00001014266],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.4381668,"threshold_uncertainty_score":0.9999771,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1979628867","doi":"10.1002/nme.2431","title":"Domain decomposition of stochastic PDEs: Theoretical formulations","year":2008,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":66,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa; Carleton University","funders":"Sandia National Laboratories; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; Air Force Office of Scientific Research; Ontario Innovation Trust","keywords":"Domain decomposition methods; Discretization; Decomposition; Probabilistic logic; Domain (mathematical analysis); Decomposition method (queueing theory); Applied mathematics; Schur complement; Complement (music); Mathematics; Mortar methods; Mathematical optimization; Partial differential equation; Computer science; Algorithm; Finite element method; Mathematical analysis; Discrete mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.08926284794522757,"gpt":0.4682211612460849,"spread":0.3789583133008573,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002672191,0.0001301446,0.0003070502,0.0005340211,0.00006761598,0.00004602683,0.0006342256,0.00007690913,0.00009439492],"category_scores_gemma":[0.006695038,0.0001029937,0.0002029831,0.0003757539,0.00008398069,0.0002056451,0.00005935856,0.0002581521,0.000004116154],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001368525,"about_ca_system_score_gemma":0.00005315233,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000135996,"about_ca_topic_score_gemma":7.312597e-8,"domain_scores_codex":[0.9978339,0.0001231509,0.000910176,0.0001954907,0.0007194231,0.0002178509],"domain_scores_gemma":[0.9943162,0.004808265,0.0001782965,0.0001509097,0.0004293548,0.0001170222],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00007395342,0.0000701379,0.0001300993,0.000004208497,0.00004026267,0.00001510197,0.0002858882,0.8125149,0.003322249,0.1751242,0.0000785174,0.008340449],"study_design_scores_gemma":[0.0006139055,0.00009216665,0.001370929,0.00006852473,0.000008492695,0.0005094548,0.00004451049,0.7366004,0.0006422182,0.2589383,0.000951456,0.000159669],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.007953436,0.00006997457,0.9896529,0.0002484724,0.001820888,0.0001254232,0.000009799371,0.00002275762,0.00009630462],"genre_scores_gemma":[0.4425229,0.000003355779,0.5572891,0.00001446285,0.0001334752,0.00001058915,0.000001283718,0.00001046732,0.0000143652],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.4345694,"threshold_uncertainty_score":0.801507,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2051210587","doi":"10.1002/nme.3112","title":"An adaptive concurrent multiscale method for the dynamic simulation of dislocations","year":2011,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Microstructure and mechanical properties","field":"Materials Science","cited_by":61,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Army Research Office; Office of Naval Research","keywords":"Classification of discontinuities; Void (composites); Statistical physics; Dislocation; Finite element method; Discontinuity (linguistics); Enhanced Data Rates for GSM Evolution; Multiscale modeling; Materials science; Computer science; Physics; Mathematics; Mathematical analysis; Thermodynamics; Computational chemistry; Chemistry","retraction":null,"screen_n_in":null,"score":{"opus":0.06824895565017348,"gpt":0.4316202876728171,"spread":0.3633713320226436,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001027633,0.00009370464,0.0001607328,0.00007757227,0.00005469781,0.0000273995,0.00038857,0.00004457248,0.00005472907],"category_scores_gemma":[0.0007470704,0.00006285022,0.00009997733,0.00006233334,0.00002406795,0.0001741325,0.00003091534,0.0001252813,5.378974e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007084639,"about_ca_system_score_gemma":0.00002130363,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002355329,"about_ca_topic_score_gemma":0.000002696911,"domain_scores_codex":[0.9991051,0.00009403883,0.0003874594,0.0001343435,0.0001342152,0.0001448512],"domain_scores_gemma":[0.998332,0.001126319,0.0001435803,0.00009310424,0.0002549732,0.00005003677],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001577728,0.00005511883,0.000005722749,0.00001119764,0.00003133025,3.951049e-7,0.0006671362,0.3956849,0.4931884,0.003172574,0.000003553459,0.1070219],"study_design_scores_gemma":[0.000293673,0.0001470585,0.000146212,0.00002891416,0.00001906543,0.000009895427,0.0001083352,0.8724462,0.1229738,0.003162501,0.0005892909,0.00007507749],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.002326112,0.0001651943,0.9944975,0.00005534273,0.002647872,0.0002509307,0.00003624237,0.00001479475,0.000006014057],"genre_scores_gemma":[0.463995,0.000005242828,0.5358608,0.00001702142,0.0000727837,0.00003186627,0.000001608653,0.000009242575,0.000006508759],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.4767613,"threshold_uncertainty_score":0.2562957,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2101891701","doi":"10.1002/nme.1791","title":"Corotational non‐linear analysis of thin plates and shells using a new shell element","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Tangent stiffness matrix; Tangent; Shell (structure); Structural engineering; Bending; Stiffness matrix; Bending of plates; Element (criminal law); Finite element method; Bending stiffness; Matrix (chemical analysis); Engineering; Composite material; Materials science; Geometry; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.01310672204336332,"gpt":0.3406967167351156,"spread":0.3275899946917523,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003029348,0.0001349532,0.0003115621,0.0007137738,0.0000221239,0.00004769918,0.0001413427,0.00005089423,0.00005853345],"category_scores_gemma":[0.00006205164,0.0001332359,0.0001696436,0.0004941498,0.000008655921,0.0001312811,0.00002352206,0.0001470442,1.355858e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001366443,"about_ca_system_score_gemma":0.00001532872,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006491463,"about_ca_topic_score_gemma":0.000005474006,"domain_scores_codex":[0.9989458,0.00001922614,0.000553588,0.0001218838,0.0002145017,0.0001449673],"domain_scores_gemma":[0.99942,0.0002478205,0.00009878488,0.00005790063,0.0001173937,0.00005813758],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001463652,0.00001163318,0.001640812,0.00001097268,0.0006024127,0.000003167328,0.0000852896,0.9711896,0.02167979,0.0002496247,0.00001901859,0.004493083],"study_design_scores_gemma":[0.0003333375,0.00001516881,0.004520434,0.00002921232,0.0002278164,0.00001644499,0.00001142456,0.9891837,0.004715149,0.0004317799,0.0003889054,0.0001266292],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.04882305,0.0002660519,0.9502657,0.00002958174,0.0004773877,0.00006667884,0.00001258144,0.00001818493,0.00004079099],"genre_scores_gemma":[0.2711911,0.00003757622,0.7285028,0.000009655484,0.0002038002,0.000002116771,0.00002234263,0.00001728547,0.00001326556],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2223681,"threshold_uncertainty_score":0.5433201,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2133148016","doi":"10.1002/nme.3329","title":"Cohesive and non‐cohesive fracture by higher‐order enrichment of XFEM","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Numerical methods in engineering","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Stress field; Traction (geology); Extended finite element method; Robustness (evolution); Finite element method; Nonlinear system; Stress (linguistics); Stress intensity factor; Structural engineering; Cohesive zone model; Mathematics; Applied mathematics; Mathematical analysis; Engineering; Physics; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01447295184813539,"gpt":0.3552470660435511,"spread":0.3407741141954156,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0009482977,0.0003453642,0.0005334904,0.000338003,0.00003095755,0.0000456536,0.0003946936,0.00018366,0.00007761983],"category_scores_gemma":[0.0008133325,0.0003385728,0.0001415928,0.0003325042,0.00003591177,0.0003526723,0.00007875055,0.000679769,0.000002135881],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003057698,"about_ca_system_score_gemma":0.00001245455,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005791836,"about_ca_topic_score_gemma":4.531036e-8,"domain_scores_codex":[0.9980659,0.00007588725,0.0007188258,0.0002007769,0.0003670721,0.0005715092],"domain_scores_gemma":[0.9979072,0.001351505,0.0001328738,0.0001495999,0.00016967,0.000289218],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00009101114,0.0002059364,0.003808389,0.0003105747,0.0008282163,0.00001974721,0.00099795,0.6852266,0.1845555,0.0009049511,0.00167265,0.1213786],"study_design_scores_gemma":[0.003351278,0.0003131782,0.01305052,0.00062812,0.0001749666,0.0003896555,0.0002829382,0.5514751,0.222981,0.002056068,0.2032949,0.002002175],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.004818029,0.003175276,0.9864277,0.0001605707,0.004940054,0.0002107746,0.00002044504,0.00009391789,0.0001532045],"genre_scores_gemma":[0.274099,0.0002313175,0.724885,0.0000762358,0.0005346359,0.00005481798,0.000004588963,0.00008450921,0.00002990327],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2692809,"threshold_uncertainty_score":0.9999067,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2171692255","doi":"10.1002/nme.542","title":"Guaranteed‐quality triangular mesh generation for domains with curved boundaries","year":2002,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Computational Geometry and Mesh Generation","field":"Computer Science","cited_by":53,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Boundary (topology); Polygon mesh; Discretization; Mesh generation; Chew's second algorithm; Ruppert's algorithm; Delaunay triangulation; Parametric statistics; Mathematics; Algorithm; Computer science; Set (abstract data type); Geometry; Finite element method; Mathematical analysis; Constrained Delaunay triangulation; Engineering; Structural engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.07348093694971325,"gpt":0.3958678314643191,"spread":0.3223868945146058,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001535927,0.0001554784,0.0002267117,0.0003095176,0.0001768681,0.000567381,0.0005002393,0.00005929674,0.00001618363],"category_scores_gemma":[0.001056382,0.0001393616,0.0001418794,0.0003191171,0.00002269698,0.0005167965,0.00004350638,0.0001774489,0.000001314711],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001719454,"about_ca_system_score_gemma":0.00004851695,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004129562,"about_ca_topic_score_gemma":0.000001839561,"domain_scores_codex":[0.9984742,0.0001253954,0.0005110663,0.0002749497,0.0003746966,0.0002396534],"domain_scores_gemma":[0.9985581,0.0006914319,0.0001684294,0.0001341207,0.0003640558,0.00008383579],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001858845,0.0002485299,0.000202606,0.00004106699,0.0003089564,0.00002446244,0.001138969,0.509457,0.02072772,0.1954994,0.001199121,0.2709663],"study_design_scores_gemma":[0.001371393,0.0001456727,0.0001274733,0.00002382823,0.000007862996,0.0001510739,0.000009426425,0.9366947,0.003704786,0.004044285,0.05352302,0.0001964789],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.0023597,0.0002564064,0.9924489,0.001354968,0.00322767,0.0002575713,0.00001000421,0.00005387536,0.00003089891],"genre_scores_gemma":[0.0793616,0.00001506159,0.9193664,0.0002210942,0.000823545,0.00008153229,0.00001081648,0.00001552987,0.0001044293],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.4272377,"threshold_uncertainty_score":0.5683003,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2726776755","doi":"10.1002/nme.5617","title":"Topology optimization using a continuous density field and adaptive mesh refinement","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"York University; Polytechnique Montréal","funders":"","keywords":"Polygon mesh; Adaptive mesh refinement; Topology optimization; Topology (electrical circuits); Boundary (topology); Helmholtz free energy; Field (mathematics); Algorithm; Computer science; Mesh generation; Checkerboard; Mathematical optimization; Filter (signal processing); Mathematics; Applied mathematics; Finite element method; Computational science; Geometry; Mathematical analysis; Structural engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03041050236303133,"gpt":0.3689145556112371,"spread":0.3385040532482058,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004499016,0.0001844182,0.0002829788,0.0002519717,0.0001320735,0.000135449,0.000347038,0.0001376549,0.00003242342],"category_scores_gemma":[0.0008812555,0.0002040613,0.00006931822,0.00005089619,0.00003550194,0.000291024,0.00009689588,0.0003482826,3.788116e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000199921,"about_ca_system_score_gemma":0.00001324381,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001732802,"about_ca_topic_score_gemma":0.000001199125,"domain_scores_codex":[0.9989945,0.0000325858,0.0003966999,0.0001752769,0.0001303717,0.0002705252],"domain_scores_gemma":[0.9991726,0.0003266538,0.0001117127,0.0001613023,0.0001328822,0.00009490089],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002878121,0.000009952701,0.0007114298,0.00001242905,0.0001022147,0.0000222758,0.00007979083,0.9863457,0.001194544,0.001151219,0.00003922874,0.01030243],"study_design_scores_gemma":[0.000593508,0.00004743872,0.0005347377,0.0000606002,0.00001772091,0.0002366699,0.00003410747,0.9951984,0.001914029,0.0003174444,0.0008444238,0.0002009648],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.004935169,0.0001536848,0.9896514,0.0003588583,0.004537373,0.0001291107,0.000004376267,0.00008916009,0.000140848],"genre_scores_gemma":[0.1734733,0.00009899589,0.8259615,0.00004101984,0.0003502131,0.00001743021,0.00000165438,0.00003821764,0.00001770731],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.1685381,"threshold_uncertainty_score":0.8321378,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2810890761","doi":"10.1002/nme.5908","title":"Multimaterial multijoint topology optimization","year":2018,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; General Motors of Canada","keywords":"Topology optimization; A priori and a posteriori; Topology (electrical circuits); Computer science; Joint (building); Mathematical optimization; Optimal design; Dependency (UML); Decomposition; Compliant mechanism; Optimization problem; Mathematics; Finite element method; Algorithm; Engineering; Structural engineering; Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.02004734864406956,"gpt":0.3687904077231681,"spread":0.3487430590790985,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005094205,0.0002258206,0.0002743064,0.0004956623,0.00005508223,0.00007922836,0.0004008742,0.0001675047,0.0002420783],"category_scores_gemma":[0.0007604077,0.0002457209,0.0001027737,0.0002150124,0.00005255012,0.0002654102,0.00005337354,0.0003169677,0.000008985041],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003070956,"about_ca_system_score_gemma":0.00001533425,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003274417,"about_ca_topic_score_gemma":5.409538e-7,"domain_scores_codex":[0.9985996,0.00004611932,0.0005966924,0.0001966004,0.0001652422,0.0003956765],"domain_scores_gemma":[0.9991851,0.0002837126,0.00006444995,0.0001266937,0.00022569,0.0001143281],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003213017,0.00001756359,0.00007365861,0.00001277671,0.000075062,0.00000957987,0.0001531367,0.9846517,0.00672627,0.0004665541,0.0001392754,0.007642268],"study_design_scores_gemma":[0.0007955173,0.00005550704,0.0001197537,0.00003672989,0.000008443297,0.0001827906,0.00002263717,0.9815137,0.008671417,0.0001712743,0.008177936,0.0002443409],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.001315267,0.00007684767,0.978788,0.0001653236,0.01896168,0.0001492565,0.00000963036,0.0003106332,0.0002233891],"genre_scores_gemma":[0.07596274,0.0000502203,0.9221978,0.00004979288,0.001572245,0.0000494414,0.000009853259,0.00008009032,0.00002777035],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.07464747,"threshold_uncertainty_score":0.9999995,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2156404620","doi":"10.1002/nme.370","title":"Three‐dimensional finite element solution of gas‐assisted injection moulding","year":2001,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Injection Molding Process and Properties","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada","funders":"","keywords":"Finite element method; Conservation of mass; Injection moulding; Compressibility; Momentum (technical analysis); Viscosity; Mechanics; Energy conservation; Mechanical engineering; Polymer; Materials science; Flow (mathematics); Thermodynamics; Engineering; Composite material; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.04484939112372518,"gpt":0.3505847384550066,"spread":0.3057353473312814,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006861809,0.0001499195,0.0002067112,0.0004172352,0.00005296914,0.00004501438,0.0001812618,0.00008198575,0.00005577141],"category_scores_gemma":[0.0003349425,0.0001459293,0.0001224303,0.0002511604,0.00001257423,0.0002131533,0.00002953205,0.0003132488,0.000001321264],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002723299,"about_ca_system_score_gemma":0.00001710725,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002589764,"about_ca_topic_score_gemma":0.000003322123,"domain_scores_codex":[0.9988038,0.00002643186,0.0005388627,0.0001255948,0.0002721764,0.0002331345],"domain_scores_gemma":[0.9993284,0.0002459692,0.00009166423,0.00006459968,0.0002102353,0.00005913077],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006819084,0.00002636514,0.0004256096,0.00003302654,0.00008269971,0.000005248394,0.00006553777,0.8858269,0.02005127,0.0001717539,0.00006552415,0.09317789],"study_design_scores_gemma":[0.0004630512,0.00009150695,0.0006872973,0.000150842,0.00001205344,0.0002279425,0.00001885079,0.980714,0.01162151,0.0009389083,0.004907145,0.0001669109],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01923895,0.00038061,0.9760663,0.00009889193,0.003949045,0.00009284045,0.000004306876,0.00008499618,0.00008408316],"genre_scores_gemma":[0.5737417,0.00008459482,0.425652,0.00002241103,0.0003972249,0.00003324908,0.000005013504,0.00003846231,0.00002534425],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.5545028,"threshold_uncertainty_score":0.5950823,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2907300900","doi":"10.1002/nme.6017","title":"A multiobjective topology optimization approach for cost and time minimization in additive manufacturing","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Topology optimization; Mathematical optimization; Engineering optimization; Leverage (statistics); Discretization; Minification; Computer science; Optimization problem; Topology (electrical circuits); Network topology; Multi-objective optimization; Mathematics; Finite element method; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01184924697480403,"gpt":0.3161808400142963,"spread":0.3043315930394923,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004542712,0.0002161668,0.000326566,0.0006437739,0.00002719536,0.00005334438,0.0001969479,0.0001722366,0.00004580571],"category_scores_gemma":[0.0004623317,0.0002471363,0.00007303808,0.0001605517,0.00001990737,0.0003232984,0.00003643551,0.0003240427,0.000001017425],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004006475,"about_ca_system_score_gemma":0.00001446707,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000244189,"about_ca_topic_score_gemma":2.52735e-7,"domain_scores_codex":[0.9987711,0.0000498379,0.0004825791,0.0002498436,0.000117445,0.0003292026],"domain_scores_gemma":[0.9989013,0.0007665203,0.0000747678,0.00008029336,0.0001026737,0.00007442171],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005487443,0.00002261287,0.0001369001,0.00004003067,0.00006695266,0.000002165728,0.0002202584,0.9884881,0.0006948937,0.0003011635,0.00001724713,0.009954827],"study_design_scores_gemma":[0.001457746,0.00004256273,0.000304336,0.00005077615,0.000009001791,0.00007404054,0.00007997029,0.9938865,0.003034106,0.0001278373,0.0006915373,0.0002416397],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.00182806,0.00009346136,0.9952057,0.00005292623,0.001768058,0.0007125727,0.00002963337,0.0001023817,0.0002072324],"genre_scores_gemma":[0.05246658,0.0000769906,0.9468079,0.00002590878,0.0001831148,0.0002601562,0.00005772058,0.00007241014,0.00004926105],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.05063852,"threshold_uncertainty_score":0.9999981,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2147063595","doi":"10.1002/nme.3343","title":"A new efficient convergence criterion for reducing computational expense in topology optimization: reducible design variable method","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Mathematical optimization; Convergence (economics); Maximization; Topology optimization; Variable (mathematics); Minification; Mathematics; Optimal design; Optimization problem; Eigenvalues and eigenvectors; Computer science; Finite element method; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03494955446940134,"gpt":0.3828803337732032,"spread":0.3479307793038018,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001942801,0.0002713721,0.0003894995,0.000726351,0.00005655075,0.00006620216,0.0003618711,0.0001842975,0.0001803757],"category_scores_gemma":[0.001279237,0.0003175643,0.0001097144,0.0004538458,0.00001691317,0.0003575818,0.00004757562,0.0003911311,0.00000156297],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005745727,"about_ca_system_score_gemma":0.00007352119,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001117786,"about_ca_topic_score_gemma":1.043877e-7,"domain_scores_codex":[0.9979547,0.0001324196,0.0008311443,0.0002601028,0.0002125998,0.0006089912],"domain_scores_gemma":[0.9976194,0.001762275,0.0001034288,0.000127866,0.0001754742,0.0002115616],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006401392,0.00004339349,0.00006194607,0.00003729733,0.00006880879,0.000003490379,0.0005152416,0.9899892,0.002165518,0.002717734,0.0002763756,0.004057019],"study_design_scores_gemma":[0.001034054,0.00004205648,0.00006777649,0.0001057164,0.00001475727,0.0002518451,0.00005978618,0.9929428,0.002617695,0.0007520862,0.001805902,0.0003055776],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.0001651339,0.0005879607,0.9888107,0.0002090145,0.0096146,0.0004122672,0.000009355381,0.0001445748,0.00004640029],"genre_scores_gemma":[0.01426832,0.0000379855,0.9846491,0.00004560372,0.0006914096,0.0001638936,0.00001561183,0.00008625403,0.00004184929],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.01410319,"threshold_uncertainty_score":0.9999276,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1971020801","doi":"10.1002/(sici)1097-0207(20000410)47:10<1649::aid-nme843>3.0.co;2-s","title":"A 2-D meshless model for jointed rock structures","year":2000,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Victoria","funders":"National Natural Science Foundation of China","keywords":"Classification of discontinuities; Discontinuity (linguistics); Finite element method; Displacement (psychology); Displacement field; Geology; Rock mass classification; Geometry; Block (permutation group theory); Rock mechanics; Anisotropy; Linear elasticity; Structural engineering; Geotechnical engineering; Mathematical analysis; Mathematics; Engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.03491979712721231,"gpt":0.3659672880209296,"spread":0.3310474908937173,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003892619,0.0001898594,0.0002519598,0.0002212601,0.00004615785,0.00008025968,0.0003529481,0.00009436739,0.00004940451],"category_scores_gemma":[0.0002008683,0.0001889162,0.000192444,0.00009285995,0.000002188985,0.0001583139,0.00001966615,0.0003061968,0.000001193037],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001780981,"about_ca_system_score_gemma":0.00001800591,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001612733,"about_ca_topic_score_gemma":4.222879e-7,"domain_scores_codex":[0.9988528,0.00001437785,0.00046314,0.0001608916,0.0001844473,0.0003242804],"domain_scores_gemma":[0.9994372,0.0002080439,0.00003561782,0.00008897691,0.0001199234,0.0001102685],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004135056,0.000009997695,8.385022e-7,0.00002211604,0.00007327001,0.000002676055,0.0001170956,0.919957,0.009950071,0.001378189,0.0001198405,0.0683275],"study_design_scores_gemma":[0.0006107236,0.00002232973,0.000003364047,0.00005740295,0.00001140395,0.0000647361,0.00001213051,0.9751108,0.005993017,0.01232239,0.005581872,0.0002098451],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.004588831,0.0002426999,0.992733,0.00008018249,0.001978199,0.0001751236,0.00001977194,0.0001090284,0.00007317794],"genre_scores_gemma":[0.2733981,0.0001068672,0.7258302,0.00005554922,0.0003652073,0.00006331103,0.000006196263,0.00006632017,0.0001082024],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2688093,"threshold_uncertainty_score":0.7703778,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2159231599","doi":"10.1002/nme.4970","title":"Numerical plate testing for linear two‐scale analyses of composite plates with in‐plane periodicity","year":2015,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Composite Material Mechanics","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Cybernet Systems Corporation (Canada)","funders":"","keywords":"Homogenization (climate); Microscale chemistry; Boundary value problem; Finite element method; Composite plate; Composite number; Series (stratigraphy); Plate theory; Plane stress; Mathematics; Structural engineering; Mathematical analysis; Materials science; Composite material; Engineering; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.07853706042757583,"gpt":0.4040938648720035,"spread":0.3255568044444277,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007283603,0.000240934,0.0005139036,0.0004143276,0.00002672752,0.00006392039,0.0003652076,0.00007752283,0.000004995357],"category_scores_gemma":[0.000594327,0.0002230974,0.00009782994,0.0003544147,0.00001715565,0.0001828478,0.00004650855,0.0003339854,7.302674e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002780841,"about_ca_system_score_gemma":0.00004180176,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006131348,"about_ca_topic_score_gemma":0.00000264923,"domain_scores_codex":[0.9984379,0.0000519326,0.000697675,0.0001903078,0.0002862229,0.0003359871],"domain_scores_gemma":[0.9984177,0.0009217652,0.0001269226,0.0001053199,0.0002695324,0.0001588024],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0002950133,0.00004643185,0.001600932,0.00007130144,0.0001017264,0.00002764614,0.0001832474,0.8517795,0.1403671,0.0000553002,0.000005298972,0.005466485],"study_design_scores_gemma":[0.001662062,0.0002524964,0.0004994873,0.0002744513,0.00002481511,0.0002665996,0.00003693384,0.8995185,0.09653132,0.0003673307,0.0003189244,0.000247004],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.1798232,0.0001645629,0.818292,0.00003458887,0.00136007,0.0001878771,0.000026636,0.00007423884,0.00003688092],"genre_scores_gemma":[0.4447287,0.000003446163,0.5549934,0.000008359645,0.0001917468,0.00002509017,0.000007483384,0.00004004598,0.000001761938],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2649055,"threshold_uncertainty_score":0.9097649,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3046801297","doi":"10.1002/nme.6515","title":"A selective smoothed finite element method with visco‐hyperelastic constitutive model for analysis of biomechanical responses of brain tissues","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Elasticity and Material Modeling","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Ministry of Education and Child Care","funders":"Natural Science Foundation of Hunan Province; National Natural Science Foundation of China","keywords":"Hyperelastic material; Finite element method; Constitutive equation; Viscoelasticity; Applied mathematics; Mechanics; Materials science; Structural engineering; Mathematics; Engineering; Physics; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.05217589473890443,"gpt":0.3908683338995433,"spread":0.3386924391606389,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006556642,0.0001690612,0.0005556467,0.0004950223,0.00002018699,0.00002153721,0.000227351,0.00007192909,0.000008591006],"category_scores_gemma":[0.002043167,0.0001537027,0.0001864999,0.0004712435,0.00002410232,0.0001050689,0.0000328876,0.0001836899,1.079185e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001000107,"about_ca_system_score_gemma":0.00004625558,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000542334,"about_ca_topic_score_gemma":0.000001547724,"domain_scores_codex":[0.9987282,0.0000727263,0.0006187496,0.0001707357,0.0002087789,0.0002008328],"domain_scores_gemma":[0.9967086,0.002738732,0.0001347123,0.00005821861,0.000266928,0.00009278952],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0006995904,0.00002777763,0.00001540414,0.00008087911,0.001319371,0.000002286306,0.0005926645,0.8622075,0.1307324,0.002418919,0.000004082595,0.001899195],"study_design_scores_gemma":[0.0007068664,0.0002499341,0.00001377526,0.0001121119,0.0002698631,0.000005356731,0.00005541225,0.9307663,0.06688374,0.0006844503,0.0001054541,0.0001467278],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.005264312,0.00006116561,0.9938074,0.0001579739,0.0002919965,0.000210166,0.0001605235,0.00003735915,0.000009138876],"genre_scores_gemma":[0.4227248,0.000009302827,0.5771382,0.0000263541,0.00004579501,0.00002910598,0.000004762613,0.00001948396,0.000002213604],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.4174604,"threshold_uncertainty_score":0.6267814,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2079484424","doi":"10.1002/nme.682","title":"Coarsening unstructured meshes by edge contraction","year":2003,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Computational Geometry and Mesh Generation","field":"Computer Science","cited_by":35,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Polygon mesh; Vertex (graph theory); Edge contraction; Volume mesh; Isotropy; Anisotropy; Geometry; Contraction (grammar); Topology (electrical circuits); Mathematics; Computer science; Algorithm; Mesh generation; Combinatorics; Finite element method; Physics; Optics","retraction":null,"screen_n_in":null,"score":{"opus":0.01924915667835105,"gpt":0.3630718741867319,"spread":0.3438227175083809,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009101477,0.0001211534,0.0001508233,0.0002472223,0.00006638568,0.0002071081,0.0003760893,0.00005835048,0.00001459538],"category_scores_gemma":[0.00117797,0.0001211014,0.00009318211,0.0002744191,0.000007532631,0.000498919,0.00002864849,0.0002520265,0.000001501576],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001603087,"about_ca_system_score_gemma":0.0000457082,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002029459,"about_ca_topic_score_gemma":1.512903e-7,"domain_scores_codex":[0.9988562,0.0001174605,0.0003604317,0.0001979032,0.0002693021,0.0001986704],"domain_scores_gemma":[0.9989074,0.0006166247,0.0001167872,0.00008073115,0.0001888631,0.00008961283],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003270119,0.00008874932,0.0001793141,0.00001122246,0.0001276077,0.00002357208,0.0002385316,0.4651878,0.08305493,0.1073187,0.001401617,0.3423352],"study_design_scores_gemma":[0.0008458638,0.00005518739,0.000231642,0.00003084135,0.000005904508,0.0004780711,0.00001747974,0.8029125,0.04191357,0.01393321,0.139336,0.0002396543],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.001164586,0.0002898478,0.9916017,0.000420998,0.006267301,0.00008383027,0.00000245387,0.00004537783,0.0001239237],"genre_scores_gemma":[0.124573,0.00002049608,0.8749714,0.0001254727,0.0002130838,0.00001403272,0.000004495345,0.00001042069,0.00006756268],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.3420956,"threshold_uncertainty_score":0.4938373,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1979810293","doi":"10.1002/nme.926","title":"Automated refinement of conformal quadrilateral and hexahedral meshes","year":2004,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Computational Geometry and Mesh Generation","field":"Computer Science","cited_by":33,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; Compute Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Centres de Recerca de Catalunya","keywords":"Hexahedron; Quadrilateral; Polygon mesh; Conformal map; Vertex (graph theory); Metric (unit); Topology (electrical circuits); Computer science; Discretization; Algorithm; Mathematics; Finite element method; Geometry; Computational science; Mathematical analysis; Theoretical computer science; Engineering; Combinatorics; Structural engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02120972807587513,"gpt":0.3775517407255554,"spread":0.3563420126496802,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005628809,0.00008905979,0.0001439371,0.0002647042,0.00002912237,0.0000804471,0.0002899368,0.00003398716,0.000003495199],"category_scores_gemma":[0.0002263517,0.00008314698,0.00005829622,0.0001727732,0.00001090136,0.0003619964,0.00008029362,0.0001149401,3.709847e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008710239,"about_ca_system_score_gemma":0.00004312142,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009024666,"about_ca_topic_score_gemma":3.748637e-7,"domain_scores_codex":[0.9991097,0.00002765484,0.0003865868,0.0001219105,0.0002161613,0.000138025],"domain_scores_gemma":[0.9994512,0.0001742211,0.0001022218,0.00005842303,0.0001508978,0.00006300345],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003211512,0.00005843816,0.0001631005,0.00001881999,0.00006451306,0.00001339381,0.0004198544,0.8605924,0.01264995,0.05725858,0.00002263146,0.06870615],"study_design_scores_gemma":[0.001009261,0.0001253046,0.0032537,0.00006140423,0.000003701836,0.0002347764,0.00001169768,0.972644,0.01465267,0.005980306,0.001897663,0.0001255138],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.02617744,0.0001049914,0.9714146,0.0006702962,0.001489098,0.00006402648,0.00000201066,0.00005351179,0.00002404034],"genre_scores_gemma":[0.3092671,0.000012366,0.6905657,0.00005097061,0.00008492427,0.000005764396,0.000002021831,0.000004100822,0.000007055385],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2830897,"threshold_uncertainty_score":0.3390635,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4387023498","doi":"10.1002/nme.7357","title":"Transfer learning of recurrent neural network‐based plasticity models","year":2023,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Non-Destructive Testing Techniques","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Artificial Intelligence in Medicine (Canada)","funders":"","keywords":"Initialization; Generalization; Transfer of learning; Convergence (economics); Computer science; Artificial neural network; Artificial intelligence; Stress (linguistics); Stress space; Plasticity; Transfer (computing); Machine learning; Ensemble learning; Space (punctuation); Algorithm; Mathematics; Finite element method; Structural engineering; Materials science; Engineering; Mathematical analysis","retraction":null,"screen_n_in":null,"score":{"opus":0.05914358742517486,"gpt":0.3773666423825993,"spread":0.3182230549574244,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007684365,0.0001720284,0.0002718523,0.0003724697,0.00002857902,0.00003004819,0.0003248059,0.00007436249,0.000009138585],"category_scores_gemma":[0.0006686683,0.0001812452,0.0001469935,0.0004074854,0.0000176722,0.0002071335,0.00003169928,0.0005977738,6.542818e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001711477,"about_ca_system_score_gemma":0.0000158051,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003009008,"about_ca_topic_score_gemma":1.681504e-7,"domain_scores_codex":[0.9987186,0.00007157076,0.0004933549,0.0001370545,0.0002543821,0.0003250164],"domain_scores_gemma":[0.9984457,0.00124349,0.00004340503,0.00005805153,0.0001309774,0.00007835356],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002732391,0.00001024748,0.0003268851,0.00004318449,0.00004458016,0.0000111462,0.00004534643,0.9707071,0.01274813,0.003393221,0.00003115714,0.01261171],"study_design_scores_gemma":[0.0003061988,0.0000647967,0.0005444046,0.0001847,0.000009137526,0.00002688792,0.00000706826,0.9785457,0.003876312,0.01610535,0.0001658997,0.000163592],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.04460946,0.00005349522,0.9527753,0.00003945129,0.001822096,0.0001069151,0.000006991862,0.0004876549,0.0000986123],"genre_scores_gemma":[0.3523698,0.00001972085,0.6473567,0.000006424381,0.0001737194,0.00002548306,0.000003436454,0.00004349083,0.000001251287],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.3077603,"threshold_uncertainty_score":0.7390965,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2154003803","doi":"10.1002/nme.2745","title":"A continuum‐to‐atomistic bridging domain method for composite lattices","year":2009,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Numerical methods in engineering","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Army Research Office; Office of Naval Research","keywords":"Bridging (networking); Lagrange multiplier; Compatibility (geochemistry); Lattice (music); Domain decomposition methods; Displacement field; Composite number; Statistical physics; Internal energy; Coupling (piping); Physics; Mathematics; Finite element method; Classical mechanics; Mathematical analysis; Computer science; Materials science; Algorithm; Quantum mechanics; Thermodynamics","retraction":null,"screen_n_in":null,"score":{"opus":0.019668155306411,"gpt":0.399542818262683,"spread":0.379874662956272,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.002277131,0.0004430886,0.0007108795,0.000743833,0.00007535933,0.0002224732,0.0008284291,0.0001542909,0.00001346771],"category_scores_gemma":[0.002160384,0.0004747045,0.0003446909,0.0005080873,0.00001316657,0.0002775168,0.0000542622,0.0006469422,0.000003904477],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005329398,"about_ca_system_score_gemma":0.00002040998,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002493473,"about_ca_topic_score_gemma":3.857504e-7,"domain_scores_codex":[0.9973288,0.0001183297,0.0009932994,0.0003909783,0.000371034,0.000797604],"domain_scores_gemma":[0.9965429,0.002523844,0.0001128089,0.0002172169,0.0002257108,0.0003775564],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00009609836,0.00004699392,0.00002626458,0.00005929196,0.000150051,0.00002412625,0.0002030776,0.6436744,0.1138792,0.001537349,0.0002407532,0.2400624],"study_design_scores_gemma":[0.001252275,0.0001801066,0.0004424316,0.0002760875,0.00003700773,0.0002322234,0.00002891522,0.9294019,0.01681254,0.01016075,0.04053784,0.0006379645],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.001646472,0.0002891454,0.9904588,0.0005972649,0.005819353,0.0006002488,0.00003230074,0.0003946174,0.0001618081],"genre_scores_gemma":[0.01768213,0.00001981625,0.9804385,0.0002926622,0.001233985,0.000168463,0.00000622026,0.0001271091,0.00003115326],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2857274,"threshold_uncertainty_score":0.9997705,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2800814877","doi":"10.1002/nme.5819","title":"A continuation method for rigid‐cohesive fracture in a discontinuous Galerkin finite element setting","year":2018,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Numerical methods in engineering","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Discontinuous Galerkin method; Discretization; Mathematics; Robustness (evolution); Lagrange multiplier; Minification; Applied mathematics; Energy minimization; Penalty method; Mathematical optimization; Extended finite element method; Quasistatic process; Mixed finite element method; Galerkin method; Weak formulation; Mathematical analysis; Boundary value problem; Structural engineering; Engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01682201734605398,"gpt":0.3899645384680304,"spread":0.3731425211219764,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.003201447,0.0004400529,0.0006464659,0.0008127955,0.00006386932,0.0001568874,0.0006330403,0.0002173706,0.00004403064],"category_scores_gemma":[0.004987243,0.0004540962,0.0002879787,0.0005069521,0.00002922283,0.0003749356,0.00007359053,0.0008140758,0.000003206651],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000726582,"about_ca_system_score_gemma":0.00003422567,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001354269,"about_ca_topic_score_gemma":0.000004717317,"domain_scores_codex":[0.9969977,0.0001875875,0.001212726,0.0004197593,0.0003912226,0.0007910316],"domain_scores_gemma":[0.9951563,0.003943329,0.0001954227,0.0002067031,0.0003159658,0.0001823202],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001077106,0.00004997503,0.0002736428,0.00007968473,0.0001723717,0.00002105754,0.0005537065,0.7909116,0.01564861,0.0004367363,0.0001897075,0.1915552],"study_design_scores_gemma":[0.001503386,0.000140126,0.000673442,0.0003088349,0.00002655953,0.00006415233,0.00009807268,0.9348639,0.01600049,0.003282454,0.04254241,0.000496163],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.0008553384,0.0002823542,0.9919979,0.000374403,0.005457498,0.0006829365,0.00003243735,0.0001964465,0.0001206852],"genre_scores_gemma":[0.04491182,0.00003464169,0.9526571,0.0001697408,0.001638812,0.0003952054,0.0000135651,0.000148097,0.00003098541],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.1910591,"threshold_uncertainty_score":0.9997911,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3017054166","doi":"10.1002/nme.6366","title":"Simultaneous topology and build orientation optimization for minimization of additive manufacturing cost and time","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"","keywords":"Minification; Topology optimization; Network topology; Volume (thermodynamics); Orientation (vector space); Mathematical optimization; Computer science; Sensitivity (control systems); Component (thermodynamics); Multi-objective optimization; Manufacturing cost; Industrial engineering; Topology (electrical circuits); Engineering; Mechanical engineering; Mathematics; Finite element method; Electronic engineering; Structural engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01252537313620016,"gpt":0.3216227558549456,"spread":0.3090973827187454,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001953567,0.0001551897,0.0002539276,0.0002151053,0.00003097559,0.00003285125,0.0001173659,0.0001055158,0.00002653322],"category_scores_gemma":[0.001351197,0.0001776182,0.00004090993,0.0001110169,0.00002998782,0.0002005716,0.00002990877,0.0001635216,2.094442e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008421188,"about_ca_system_score_gemma":0.000009777716,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":8.42667e-7,"about_ca_topic_score_gemma":7.118545e-8,"domain_scores_codex":[0.9990873,0.00002860037,0.000437116,0.000168748,0.0000980376,0.0001802295],"domain_scores_gemma":[0.9985414,0.001078127,0.00009069611,0.00004165978,0.0001470126,0.0001011717],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005750722,0.000006809776,0.00003291011,0.0000590185,0.00006884355,0.000002727657,0.0002842087,0.9690128,0.002175273,0.0003450561,0.00002607517,0.02792878],"study_design_scores_gemma":[0.0007955269,0.00007015678,0.00004987214,0.00003725407,0.00001997056,0.00005017949,0.00005140228,0.9855279,0.01134264,0.0001315787,0.001770417,0.0001530428],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.002786014,0.0001389294,0.9954805,0.00026902,0.0008700342,0.0003116961,0.00004881265,0.00007773957,0.00001721096],"genre_scores_gemma":[0.1417278,0.0001636424,0.8577158,0.00004733702,0.0002054323,0.00005165157,0.00003519457,0.00004706058,0.000006060152],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.1389418,"threshold_uncertainty_score":0.724306,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2808855250","doi":"10.1002/nme.5906","title":"Anisotropic Gurson‐Tvergaard‐Needleman plasticity and damage model for finite element analysis of elastic‐plastic problems","year":2018,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Metal Forming Simulation Techniques","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University","funders":"","keywords":"Materials science; Anisotropy; Isotropy; Plasticity; Finite element method; Plane stress; Stress (linguistics); Constitutive equation; Yield surface; Structural engineering; Mechanics; Composite material; Physics; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03343404795772448,"gpt":0.3664179220356337,"spread":0.3329838740779092,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005662967,0.0001964156,0.000413071,0.0008590816,0.00004162243,0.00005077818,0.0002610523,0.00008138838,0.00002367596],"category_scores_gemma":[0.001379656,0.0001947496,0.0001712238,0.0003754769,0.00003498367,0.0001847812,0.0000487334,0.0001876258,3.726864e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001607335,"about_ca_system_score_gemma":0.00001505812,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003294642,"about_ca_topic_score_gemma":0.000002939995,"domain_scores_codex":[0.9985774,0.00002530541,0.0007003277,0.0001809362,0.0002503096,0.0002657512],"domain_scores_gemma":[0.9980011,0.001401386,0.0001339993,0.00008891484,0.0002767543,0.00009786204],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003938801,0.0000254352,0.0003821433,0.00007911285,0.0005890783,7.953507e-7,0.0002402063,0.981492,0.00979027,0.003598473,0.00001550395,0.003747612],"study_design_scores_gemma":[0.0004769835,0.0001409037,0.0009937716,0.00008865121,0.0002027969,0.00000449622,0.00001094393,0.9886907,0.005642297,0.003022488,0.0005437881,0.0001821354],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03254715,0.00003871933,0.9661656,0.00001622949,0.0008348966,0.0002154255,0.00006856158,0.00008649728,0.00002689606],"genre_scores_gemma":[0.5114474,0.00001520155,0.4883492,0.000006835632,0.0001016651,0.00003532382,0.000007028505,0.00002601501,0.00001140895],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.4789002,"threshold_uncertainty_score":0.7941657,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2084288396","doi":"10.1002/nme.1312","title":"Performance‐based design sensitivity analysis of steel moment frames under earthquake loading","year":2005,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo; Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Colleges and Universities","keywords":"Structural engineering; Bending moment; Sensitivity (control systems); Moment (physics); Seismic analysis; Frame (networking); Engineering; Bending; Earthquake resistance; Mechanical engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.03610719043420163,"gpt":0.3469920401635459,"spread":0.3108848497293443,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001230023,0.000178651,0.0004216644,0.001110671,0.0000322281,0.00004191984,0.0001960366,0.00007541371,0.00004908869],"category_scores_gemma":[0.0001041025,0.0001750884,0.0003061279,0.0007036126,0.00001473767,0.0002618003,0.00001999156,0.0002927006,0.000001847285],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002966361,"about_ca_system_score_gemma":0.00002088516,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004138859,"about_ca_topic_score_gemma":8.870481e-7,"domain_scores_codex":[0.9986572,0.0000623237,0.0005513317,0.0001427695,0.0003101549,0.0002762265],"domain_scores_gemma":[0.9990036,0.0005849524,0.00009100347,0.0001140221,0.0001203222,0.00008608218],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002222745,0.00002932826,0.0009056967,0.00001665973,0.0009402597,0.000003262765,0.00007784795,0.9035153,0.01312621,0.00002716037,0.0000135159,0.08132254],"study_design_scores_gemma":[0.0003433636,0.00003202738,0.005696585,0.00006197333,0.0001978506,0.00001053431,0.00003040085,0.9716028,0.02028126,0.00001409452,0.00155008,0.0001790109],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1991996,0.0001074658,0.8000004,0.00009083186,0.000468497,0.00005392772,0.00000671617,0.00004443161,0.00002814615],"genre_scores_gemma":[0.6282446,0.00006487536,0.3714573,0.0000521487,0.0001402108,0.000009127736,0.000004237984,0.00001786771,0.000009576005],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.429045,"threshold_uncertainty_score":0.7139899,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2913444619","doi":"10.1002/nme.6036","title":"On the undrained and drained hydraulic fracture splits","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Hydraulic Fracturing and Reservoir Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Poromechanics; Finite element method; Context (archaeology); Anisotropy; Plane stress; Geotechnical engineering; Mechanics; Fracture (geology); Stress (linguistics); Geology; Coupling (piping); Structural engineering; Materials science; Engineering; Porous medium; Porosity; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01116845778373807,"gpt":0.3140103345314177,"spread":0.3028418767476797,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006946532,0.0001815425,0.0002358883,0.0002442795,0.00004130059,0.0001108814,0.0003510372,0.00009106477,0.0001255889],"category_scores_gemma":[0.0006635155,0.0001252153,0.0001408731,0.0001668576,0.00001305447,0.0001060988,0.00003406146,0.0005939198,0.00001098711],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001073113,"about_ca_system_score_gemma":0.000009267857,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006566797,"about_ca_topic_score_gemma":3.337215e-7,"domain_scores_codex":[0.9989775,0.00005491856,0.0003081745,0.0001562385,0.0002504659,0.0002527057],"domain_scores_gemma":[0.9982358,0.001430299,0.00004499266,0.0001409131,0.0000528342,0.00009518523],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000213356,0.0000128711,0.00006740009,0.0000209737,0.0001736728,0.00001039434,0.0001470906,0.9905561,0.001481639,0.0006424855,0.0003841977,0.006481795],"study_design_scores_gemma":[0.000495424,0.00004592449,0.0006822737,0.0001089529,0.00001440679,0.0000646774,0.00004772969,0.9500605,0.001984562,0.002857468,0.04343114,0.0002069596],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03263109,0.0003083005,0.9606799,0.003183554,0.002023213,0.0001671264,0.000003669378,0.00009236894,0.0009108122],"genre_scores_gemma":[0.9489235,0.00006489906,0.04989485,0.0005536561,0.0003186639,0.00002027587,0.000002922912,0.00004628595,0.0001749934],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9162924,"threshold_uncertainty_score":0.5106132,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2107669475","doi":"10.1002/nme.1528","title":"Localized Jacobian ILU preconditioners for hydraulic fractures","year":2005,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Preconditioner; Jacobian matrix and determinant; Incomplete LU factorization; Mathematics; Fracture (geology); Boundary (topology); Applied mathematics; Operator (biology); Algebraic number; Class (philosophy); Linear system; Mathematical analysis; Eigenvalues and eigenvectors; Matrix decomposition; Computer science; Physics; Geology; Chemistry; Geotechnical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02783962895936805,"gpt":0.419868407054506,"spread":0.3920287780951379,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008316379,0.000281075,0.0004035981,0.0003814086,0.00005999341,0.00009233937,0.0004833921,0.0001301616,0.00005976353],"category_scores_gemma":[0.002210801,0.0002862549,0.0002592993,0.0002184989,0.0000259899,0.0003538206,0.00003519018,0.0004573893,0.000005152547],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004879889,"about_ca_system_score_gemma":0.00002230727,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":6.594528e-7,"about_ca_topic_score_gemma":2.511201e-7,"domain_scores_codex":[0.9982051,0.00006122598,0.0007924418,0.0002278698,0.0003022596,0.0004110988],"domain_scores_gemma":[0.9962699,0.003131211,0.0001269575,0.0001258332,0.0001744362,0.0001716975],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003539932,0.00003635308,0.000008249299,0.000046444,0.0001091557,0.000002750301,0.00009808368,0.8130705,0.001574197,0.001220811,0.0005708399,0.1832272],"study_design_scores_gemma":[0.000828668,0.00004391612,0.00004359756,0.00008352806,0.00001603779,0.00008808281,0.00002051735,0.8065699,0.00623105,0.02893816,0.1568481,0.0002883459],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.0003561403,0.0003397458,0.9940943,0.0008052582,0.00361097,0.0003614583,0.00003027425,0.0002193777,0.0001825516],"genre_scores_gemma":[0.02481976,0.00004900888,0.9730816,0.0004016433,0.001278961,0.0002143726,0.00001456983,0.0001064597,0.00003359999],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.1829389,"threshold_uncertainty_score":0.9999589,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1903171476","doi":"10.1002/nme.4786","title":"An updated Lagrangian method with error estimation and adaptive remeshing for very large deformation elasticity problems","year":2014,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Lagrangian; Hyperelastic material; Lagrange multiplier; Projection (relational algebra); Computer science; Elasticity (physics); Applied mathematics; Distortion (music); Adaptive mesh refinement; Mathematical optimization; Algorithm; Mathematics; Structural engineering; Engineering; Computational science","retraction":null,"screen_n_in":null,"score":{"opus":0.02494188062988753,"gpt":0.3778382608264159,"spread":0.3528963801965284,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002026633,0.0002591063,0.000366292,0.0003268518,0.00009163153,0.0001189343,0.0002670797,0.0001045977,0.000004547344],"category_scores_gemma":[0.001238572,0.0002350652,0.00007701042,0.0002389917,0.00001845061,0.0007335821,0.0000285959,0.0003723305,5.265907e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002378521,"about_ca_system_score_gemma":0.00001543769,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001430463,"about_ca_topic_score_gemma":9.498269e-7,"domain_scores_codex":[0.9983711,0.0001566579,0.0006003012,0.0002325583,0.0002911244,0.0003482379],"domain_scores_gemma":[0.9971239,0.002156332,0.0001686344,0.000110723,0.0002872256,0.0001531603],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00007999194,0.00003663851,0.00002438592,0.00007759048,0.00007761841,9.800301e-7,0.0002620724,0.8773151,0.001309243,0.005102561,0.000008868539,0.1157049],"study_design_scores_gemma":[0.0009600637,0.0002409591,0.0002025045,0.0001522264,0.00003216238,0.0001020441,0.00006162796,0.9637989,0.001518862,0.03143222,0.00121469,0.0002836967],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.001870533,0.0000383673,0.9964247,0.00009037288,0.0009315416,0.0004115816,0.00002313217,0.0001807209,0.00002904702],"genre_scores_gemma":[0.106309,0.000004467172,0.8932115,0.00005442862,0.0002125163,0.0001028342,0.00003073964,0.00007192494,0.000002619581],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.1154212,"threshold_uncertainty_score":0.958568,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3028218101","doi":"10.1002/nme.6395","title":"Goal‐oriented model reduction of parametrized nonlinear partial differential equations: Application to aerodynamics","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Model Reduction and Neural Networks","field":"Physics and Astronomy","cited_by":23,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Aerodynamics; Reduction (mathematics); Residual; Galerkin method; Nonlinear system; Applied mathematics; Partial differential equation; Finite element method; Mathematics; Stability (learning theory); Convergence (economics); Mathematical optimization; Computer science; Algorithm; Mathematical analysis; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.03038843563074224,"gpt":0.3721272649481548,"spread":0.3417388293174126,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001798011,0.0001165845,0.0002065852,0.0001402453,0.00003074236,0.00002946788,0.0001924707,0.00003912903,0.000027476],"category_scores_gemma":[0.0002018265,0.000117452,0.0001421571,0.0002770446,0.000009894078,0.0001171542,0.00003988642,0.0002526724,0.000001413844],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005628412,"about_ca_system_score_gemma":0.00002415048,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007450017,"about_ca_topic_score_gemma":3.637822e-8,"domain_scores_codex":[0.9989245,0.00004214944,0.0004902476,0.0001823997,0.0002086908,0.0001520081],"domain_scores_gemma":[0.9993179,0.0001430501,0.000154834,0.0000682652,0.0001755776,0.0001403495],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001664653,0.00006815892,0.00003545532,0.000004788802,0.00005207124,1.565789e-7,0.0001168563,0.8976741,0.04641521,0.005855989,0.00002176889,0.04958895],"study_design_scores_gemma":[0.000547414,0.00004477948,0.00001340668,0.00001770506,0.000014263,0.000002037751,0.0000301207,0.9885076,0.009528017,0.0006067848,0.0005836771,0.0001042282],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01665073,0.000009743277,0.9813523,0.0006202766,0.001093934,0.0002194761,0.00002011589,0.00002005611,0.00001342422],"genre_scores_gemma":[0.5652395,0.000002917361,0.4339648,0.0000246346,0.0006777772,0.00004275789,0.00002298058,0.00001434355,0.00001031474],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.5485888,"threshold_uncertainty_score":0.4789554,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2991861319","doi":"10.1002/nme.6279","title":"Simultaneous single‐loop multimaterial and multijoint topology optimization","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"General Motors (Canada); Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; General Motors of Canada","keywords":"Topology optimization; Design for manufacturability; Mathematical optimization; Computer science; Joint (building); Process (computing); Constraint (computer-aided design); Problem statement; Statement (logic); Engineering design process; Automotive industry; Interpolation (computer graphics); Topology (electrical circuits); Mechanical engineering; Engineering; Finite element method; Mathematics; Structural engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01336042911780168,"gpt":0.322545805651783,"spread":0.3091853765339814,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003567596,0.0002373645,0.0003233489,0.0004053059,0.00002896951,0.00008984288,0.0002571412,0.0001727423,0.000122124],"category_scores_gemma":[0.0007803256,0.000258977,0.00007650787,0.0001433774,0.00002539461,0.0002470515,0.00006001961,0.0003416713,0.000004784867],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002645985,"about_ca_system_score_gemma":0.000009496031,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002900236,"about_ca_topic_score_gemma":2.740072e-7,"domain_scores_codex":[0.9986895,0.00004316086,0.0005417789,0.0002214489,0.0001559858,0.0003480878],"domain_scores_gemma":[0.9988395,0.0007504224,0.00006701111,0.0001126194,0.0001196848,0.0001107468],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003473352,0.0000214953,0.0001981889,0.00003530991,0.00007184151,0.00001653944,0.0001155868,0.9709579,0.02040749,0.0002202329,0.00001065768,0.007910025],"study_design_scores_gemma":[0.001008591,0.00006297467,0.00006531452,0.00005155101,0.000009317057,0.0002759768,0.00003623353,0.9921621,0.004202955,0.00007273267,0.00178816,0.0002640834],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01823432,0.0001792542,0.9713608,0.0001162102,0.009557332,0.0002231539,0.000009316899,0.0002211214,0.00009846308],"genre_scores_gemma":[0.2405115,0.0000747115,0.7589598,0.00003176623,0.0002758336,0.00002389031,0.000008737325,0.00006999675,0.00004375906],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2222771,"threshold_uncertainty_score":0.9999862,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2903074476","doi":"10.1002/nme.5999","title":"A two‐dimensional extended finite element method model of discrete fracture networks","year":2018,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Numerical methods in engineering","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Nonlinear system; Extended finite element method; Cohesion (chemistry); Dilation (metric space); Shear (geology); Discrete element method; Structural engineering; Mathematics; Mechanics; Applied mathematics; Engineering; Geometry; Geology; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.02380166848005699,"gpt":0.3885462688352971,"spread":0.3647446003552401,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.002017886,0.0004240805,0.0006470362,0.0005479417,0.00005394234,0.00006153863,0.0007379065,0.0001803653,0.000073998],"category_scores_gemma":[0.00136505,0.0004109245,0.000326751,0.0004347182,0.00005165193,0.0002785601,0.0001337537,0.000912676,0.000001939118],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003460503,"about_ca_system_score_gemma":0.00003401189,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005469063,"about_ca_topic_score_gemma":4.461157e-7,"domain_scores_codex":[0.997193,0.0001448261,0.001138699,0.0003417332,0.0005379113,0.0006437671],"domain_scores_gemma":[0.9970986,0.001858833,0.0001815016,0.0002678228,0.0003470993,0.0002461776],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00007785766,0.00003772908,0.00002541908,0.00003274443,0.0002348617,0.000009151428,0.0001126792,0.9459968,0.01391653,0.000610536,0.00007945479,0.03886626],"study_design_scores_gemma":[0.0008901223,0.0001042692,0.00006680802,0.0001693587,0.00003457492,0.00006805456,0.00001393454,0.9764125,0.0159094,0.00391443,0.002008482,0.0004080256],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.0002609126,0.0003502911,0.9939357,0.0001100666,0.004754613,0.000228444,0.00002272966,0.0001758037,0.0001614388],"genre_scores_gemma":[0.1240569,0.00003697977,0.8745514,0.0001215749,0.001023255,0.000058877,0.0000064505,0.0001232627,0.00002132029],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.123796,"threshold_uncertainty_score":0.9998342,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2039354945","doi":"10.1002/(sici)1097-0207(20000530)48:3<421::aid-nme885>3.0.co;2-x","title":"Optimum design of truss structures undergoing large deflections subject to a system stability constraint","year":2000,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":23,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Victoria","funders":"","keywords":"Truss; Buckling; Constraint (computer-aided design); Structural engineering; Eigenvalues and eigenvectors; Stability (learning theory); Structural system; Displacement (psychology); Engineering; Computer science; Mathematical optimization; Mathematics; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.1242542041668205,"gpt":0.4418541749500622,"spread":0.3175999707832417,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.005828078,0.000193265,0.0004452666,0.0005378774,0.00008273863,0.0001491457,0.0008094506,0.00009467916,0.0002629166],"category_scores_gemma":[0.009874803,0.0001564996,0.0002091222,0.0006424212,0.00003145363,0.0001827109,0.00005532852,0.0003225418,0.000005377543],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004145388,"about_ca_system_score_gemma":0.0001427379,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007180927,"about_ca_topic_score_gemma":8.825874e-7,"domain_scores_codex":[0.9970907,0.0003499661,0.001119349,0.0003338112,0.0007440286,0.000362156],"domain_scores_gemma":[0.9926995,0.00631249,0.0001581862,0.0002290055,0.000403489,0.0001973318],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001405522,0.00004570135,0.0001364393,0.00001994761,0.00006559866,0.00001177335,0.0002723631,0.9634399,0.002868739,0.009073187,0.00004856566,0.02387724],"study_design_scores_gemma":[0.0008851345,0.0002146196,0.0009987202,0.0001989649,0.00002117262,0.0003699325,0.0004743752,0.9751136,0.003608927,0.01622793,0.00158351,0.0003031249],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.005638763,0.00008631907,0.9915711,0.000127252,0.002042414,0.0003003869,0.00003073611,0.00005440347,0.0001486487],"genre_scores_gemma":[0.4351792,0.000004859922,0.5646291,0.00001622947,0.0001114633,0.00002013265,5.249195e-7,0.00001460824,0.00002380576],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.4295405,"threshold_uncertainty_score":0.9984654,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2121655215","doi":"10.1002/nme.1641","title":"An optimal weighted upwinding covolume method on non‐standard grids for convection–diffusion problems in 2D","year":2006,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; York University","keywords":"Upwind scheme; Péclet number; Diffusion; Applied mathematics; Mathematics; Grid; Mathematical optimization; Numerical diffusion; Function (biology); Numerical analysis; Convection; Convection–diffusion equation; Mathematical analysis; Mechanics; Geometry; Physics; Thermodynamics","retraction":null,"screen_n_in":null,"score":{"opus":0.01992227480796417,"gpt":0.3925369891144709,"spread":0.3726147143065068,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.002015523,0.0003734487,0.00058717,0.0008204136,0.00008193064,0.0001321095,0.000493947,0.0001836188,0.00002194596],"category_scores_gemma":[0.0008672654,0.0003834865,0.0002151959,0.0004961093,0.00002367759,0.0003791429,0.00003955302,0.0006922755,0.000001769189],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009377499,"about_ca_system_score_gemma":0.00003274939,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006376319,"about_ca_topic_score_gemma":7.675729e-7,"domain_scores_codex":[0.9973699,0.000154018,0.001102272,0.0003750657,0.0004684704,0.0005302613],"domain_scores_gemma":[0.9960604,0.003195497,0.0001778461,0.0001616287,0.0002585306,0.000146105],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001421931,0.0001167635,0.0001349634,0.00008948773,0.00004958197,0.00001041312,0.000120952,0.9428733,0.008081539,0.002866482,0.0000554671,0.04545886],"study_design_scores_gemma":[0.001542056,0.0002851386,0.000337421,0.0002639777,0.0000148643,0.00009017304,0.00003843375,0.9489542,0.007823292,0.03568233,0.00456075,0.0004073936],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.004872412,0.00008622982,0.9900802,0.0001050021,0.00393375,0.0005998675,0.0000372495,0.000187678,0.0000975736],"genre_scores_gemma":[0.03837851,0.00001993064,0.9603021,0.00005044983,0.0008214447,0.0002516543,0.0000234236,0.0001321789,0.00002034529],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.04505147,"threshold_uncertainty_score":0.9998617,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2604325304","doi":"10.1002/nme.5555","title":"Image‐based model reconstruction and meshing of woven reinforcements in composites","year":2017,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Mechanical Behavior of Composites","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Discretization; Polygon mesh; Curvature; Fiber; Materials science; Composite material; Woven fabric; Geometry; Mathematics; Mathematical analysis","retraction":null,"screen_n_in":null,"score":{"opus":0.03811653971027931,"gpt":0.3868650083901189,"spread":0.3487484686798397,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005482409,0.0001239346,0.0002416739,0.0002767327,0.00003654553,0.0001097994,0.0003644276,0.00006466908,0.000007502677],"category_scores_gemma":[0.0004583441,0.0001320004,0.00007052151,0.0000430649,0.00002168356,0.0003850205,0.00005540511,0.0002869777,1.977221e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001269273,"about_ca_system_score_gemma":0.000009281574,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007127352,"about_ca_topic_score_gemma":0.000001513824,"domain_scores_codex":[0.9990566,0.00002091974,0.0004746978,0.0001082189,0.0001716484,0.0001678816],"domain_scores_gemma":[0.9993726,0.0002649499,0.0001190744,0.000114865,0.00006069779,0.00006783821],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00003732709,0.00001434425,0.001823071,0.00004024616,0.00002864501,0.000006546621,0.00004151336,0.6801856,0.2914385,0.0004527671,0.000002683088,0.02592878],"study_design_scores_gemma":[0.000667218,0.00002280173,0.001414456,0.0002369406,0.000007639499,0.00003199892,0.000006329692,0.9471278,0.049103,0.001239946,0.00002363376,0.000118213],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.1140395,0.00005980724,0.8847733,0.00006332078,0.0008514359,0.00009118703,0.000005130011,0.00002457018,0.0000918667],"genre_scores_gemma":[0.4860263,0.00001643475,0.5138956,0.000004773438,0.00003115157,0.00000836357,0.000001065462,0.00001432999,0.000001931801],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.3719868,"threshold_uncertainty_score":0.538282,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2149510406","doi":"10.1002/nme.2894","title":"Iterative solvers for 3D linear and nonlinear elasticity problems: Displacement and mixed formulations","year":2010,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Matrix Theory and Algorithms","field":"Computer Science","cited_by":21,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Preconditioner; Discretization; Finite element method; Linear elasticity; Krylov subspace; Mathematics; Iterative method; Applied mathematics; Elasticity (physics); Linear system; Nonlinear system; Quadratic equation; Mathematical optimization; Mathematical analysis; Geometry; Structural engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01970234491435259,"gpt":0.3597275542477458,"spread":0.3400252093333933,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00089787,0.0001101289,0.0001418949,0.0001470256,0.00008700678,0.0001582506,0.00026857,0.00004705655,0.00000406195],"category_scores_gemma":[0.0007233248,0.00009658536,0.00005170711,0.00008177659,0.00002002021,0.0003647707,0.0001025809,0.0002606417,1.976239e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003091995,"about_ca_system_score_gemma":0.0000184374,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001490928,"about_ca_topic_score_gemma":9.453729e-7,"domain_scores_codex":[0.9992145,0.00003152962,0.0002750858,0.0001760735,0.0001328042,0.0001699584],"domain_scores_gemma":[0.9985816,0.001040531,0.00007986995,0.0000657513,0.0001345301,0.00009765795],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001863151,0.0002862794,0.0008382828,0.0001716527,0.0003382975,0.00001628583,0.002581263,0.132989,0.03317229,0.2243494,0.000052638,0.6050183],"study_design_scores_gemma":[0.0006117026,0.00007936842,0.0002370357,0.0000343471,0.00000624321,0.00006766207,0.000009567009,0.9796861,0.00171413,0.008495975,0.008942487,0.0001153149],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.007502927,0.00002978437,0.9899713,0.0004066676,0.001841436,0.0002004355,0.00001439094,0.00002259204,0.00001043056],"genre_scores_gemma":[0.01724744,0.0000108263,0.9823297,0.00004250723,0.0002935812,0.0000397563,0.000002537079,0.000009426248,0.00002428515],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.8466972,"threshold_uncertainty_score":0.3938636,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2121779607","doi":"10.1002/nme.1178","title":"A universal measure of the conformity of a mesh with respect to an anisotropic metric field","year":2004,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; Compute Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Measure (data warehouse); Metric (unit); Mathematics; Polygon mesh; Isotropy; Simplex; Dimensionless quantity; Field (mathematics); Mathematical analysis; Geometry; Computer science; Pure mathematics; Physics; Data mining","retraction":null,"screen_n_in":null,"score":{"opus":0.02812445530762525,"gpt":0.3688930612338708,"spread":0.3407686059262455,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005207856,0.0001473479,0.0003069448,0.000325049,0.00002215333,0.00001557875,0.0005424644,0.00005750185,0.000008479838],"category_scores_gemma":[0.002039987,0.0001112653,0.0001129797,0.0006808373,0.00002400749,0.0001624321,0.00005173591,0.0003136722,2.640689e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002644887,"about_ca_system_score_gemma":0.00004996038,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007326033,"about_ca_topic_score_gemma":0.000001214904,"domain_scores_codex":[0.9987597,0.00005884129,0.000477971,0.0001164164,0.0004099701,0.000177043],"domain_scores_gemma":[0.9982394,0.001108214,0.0001268267,0.0001512355,0.0002803915,0.00009390699],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00009221532,0.00004751182,0.0001291004,0.00004499805,0.00009659537,0.000004605621,0.0002866674,0.9661479,0.0060638,0.007538011,0.000004499515,0.01954409],"study_design_scores_gemma":[0.005022893,0.002162776,0.004997025,0.001636212,0.0001327105,0.0005696749,0.000521183,0.5742279,0.3079493,0.09919209,0.002555267,0.001032949],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01655485,0.00004869171,0.9820223,0.0001739133,0.000871173,0.0001905698,0.000007741822,0.0000344877,0.00009621528],"genre_scores_gemma":[0.3018789,0.000005075694,0.6979921,0.00003135423,0.000058718,0.000008233166,2.779082e-7,0.00002246253,0.000002860342],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.39192,"threshold_uncertainty_score":0.4537266,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2017740827","doi":"10.1002/nme.3138","title":"Tetrahedral mesh generation using Delaunay refinement with non‐standard quality measures","year":2011,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Computational Geometry and Mesh Generation","field":"Computer Science","cited_by":19,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Delaunay triangulation; Polygon mesh; Dihedral angle; Tetrahedron; Bowyer–Watson algorithm; Measure (data warehouse); Chew's second algorithm; Ruppert's algorithm; Mesh generation; Computer science; Constrained Delaunay triangulation; Algorithm; Mathematics; Topology (electrical circuits); Geometry; Combinatorics; Finite element method; Data mining; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.1381960694783703,"gpt":0.4186302661317499,"spread":0.2804341966533796,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001666137,0.0001579224,0.0002033346,0.0003451278,0.00008937369,0.0001603059,0.0004952596,0.00005308057,0.00001501638],"category_scores_gemma":[0.0003535868,0.0001379997,0.00009628111,0.0003338834,0.00001236297,0.0005356387,0.00006922237,0.0002209609,7.361454e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002857286,"about_ca_system_score_gemma":0.0001030691,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002212011,"about_ca_topic_score_gemma":0.000003632926,"domain_scores_codex":[0.9983518,0.0001230261,0.0005131477,0.0002616059,0.0005228291,0.000227615],"domain_scores_gemma":[0.9989604,0.0001757793,0.0001693165,0.0001328599,0.0004547917,0.0001068302],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000220384,0.0001586232,0.000877777,0.00001911092,0.000235812,0.00004773117,0.001162603,0.6287608,0.06671961,0.03074076,0.0001043722,0.2709524],"study_design_scores_gemma":[0.0008088681,0.0001924076,0.001473406,0.00004738692,0.00001146852,0.0001955206,0.00001950298,0.9535282,0.03898072,0.001998312,0.002488063,0.0002561064],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01289578,0.0000726904,0.984257,0.0001727556,0.002363309,0.0001271679,0.000003802119,0.00003797482,0.00006945612],"genre_scores_gemma":[0.2188081,0.000009068528,0.780714,0.00007719524,0.0003457441,0.00001592957,0.000003881232,0.00001155442,0.00001448884],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.3247674,"threshold_uncertainty_score":0.5627465,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2044470742","doi":"10.1002/nme.737","title":"A novel 3D mixed finite‐element model for statics of angle‐ply laminates","year":2003,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Manitoba","funders":"","keywords":"Finite element method; Statics; Compatibility (geochemistry); Structural engineering; Transverse plane; Materials science; Transverse shear; Shear (geology); Mixed finite element method; Mathematical analysis; Mechanics; Geometry; Mathematics; Physics; Composite material; Engineering; Classical mechanics","retraction":null,"screen_n_in":null,"score":{"opus":0.02412471017908234,"gpt":0.3422534778176586,"spread":0.3181287676385763,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004285427,0.0001420116,0.0002517472,0.0002819021,0.00002209374,0.00003828681,0.0001851023,0.00005219852,0.00001216745],"category_scores_gemma":[0.0006423293,0.0001401316,0.0001523686,0.0001657432,0.000007151963,0.0001041235,0.00001432153,0.0001428149,1.027642e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001531359,"about_ca_system_score_gemma":0.0000168052,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001421963,"about_ca_topic_score_gemma":0.000001204871,"domain_scores_codex":[0.9989763,0.00001902612,0.0005290101,0.0001076262,0.0001789847,0.00018905],"domain_scores_gemma":[0.9989941,0.0005616264,0.00009144889,0.00007392908,0.0002239775,0.00005494583],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001480814,0.00003061726,0.0000318887,0.00004017417,0.0001487593,8.835997e-7,0.0001598484,0.9712168,0.01362501,0.002581597,0.00002808298,0.01212152],"study_design_scores_gemma":[0.0006014284,0.0000363504,0.00003504159,0.00004258219,0.00003373626,0.00001577392,0.00002576622,0.9872627,0.008583172,0.001416286,0.001805742,0.0001414453],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.000903997,0.0001380545,0.9976633,0.00002484273,0.00102282,0.0001313957,0.00004610568,0.0000247817,0.00004474828],"genre_scores_gemma":[0.1406909,0.0000395485,0.8591031,0.00001196664,0.00006594631,0.00002559852,0.00001375219,0.00003064204,0.00001859407],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.1397869,"threshold_uncertainty_score":0.5714402,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2093540199","doi":"10.1002/nme.1354","title":"An elliptical disc anchor in a damage-susceptible poroelastic medium","year":2005,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Poromechanics; Biot number; Consolidation (business); Elasticity (physics); Displacement (psychology); Porous medium; Mechanics; Plane (geometry); Structural engineering; Materials science; Geology; Porosity; Geometry; Physics; Mathematics; Engineering; Geotechnical engineering; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.02195876402615591,"gpt":0.3685879058528536,"spread":0.3466291418266976,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007801754,0.000196956,0.000263999,0.0004397267,0.00002659636,0.00009250969,0.000430138,0.0001029502,0.00004806901],"category_scores_gemma":[0.0003717189,0.0001993051,0.0001001803,0.0001883536,0.000006360764,0.0003833413,0.00003694415,0.0005628889,0.000004448792],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003782545,"about_ca_system_score_gemma":0.00002378953,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004708474,"about_ca_topic_score_gemma":0.000005962117,"domain_scores_codex":[0.9985228,0.0000396404,0.0005738519,0.0001933804,0.000264624,0.0004056581],"domain_scores_gemma":[0.9992924,0.0002880037,0.00003873576,0.0001156853,0.00007378004,0.0001913991],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001907074,0.00005454569,0.0000768719,0.00001418957,0.00002762857,0.00001847502,0.0001753273,0.9230508,0.04720814,0.0007628099,0.0000291924,0.02856298],"study_design_scores_gemma":[0.0005754284,0.00006569527,0.0002255044,0.0000931761,0.000006878022,0.0000693066,0.00004610891,0.9871979,0.006136112,0.0009073017,0.004451363,0.0002252733],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03711864,0.000150213,0.9594155,0.000218956,0.002825825,0.0001034074,0.000005236305,0.00008684691,0.00007537656],"genre_scores_gemma":[0.5267424,0.00005985238,0.4722604,0.00003134869,0.0008257723,0.00002252532,0.000003526934,0.00004370899,0.00001045914],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.4896238,"threshold_uncertainty_score":0.8127425,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3096178443","doi":"10.1002/nme.6573","title":"A<scp><i>Canis lupus</i></scp>inspired upgraded Harris hawks optimizer for nonlinear, constrained, continuous, and discrete engineering design problem","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Metaheuristic Optimization Algorithms Research","field":"Computer Science","cited_by":17,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"","keywords":"Convergence (economics); Mathematical optimization; Nonlinear system; Algorithm; Mathematics; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.04108880310469128,"gpt":0.3502913247224737,"spread":0.3092025216177824,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.001678543,0.0003128887,0.0005080158,0.0003495592,0.00008939682,0.0005861738,0.001090883,0.0001192111,0.000008085694],"category_scores_gemma":[0.00740274,0.0003059506,0.000183347,0.0004333132,0.00003978652,0.0005127612,0.0002456544,0.0005316564,0.000001214089],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001276719,"about_ca_system_score_gemma":0.000112017,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003147868,"about_ca_topic_score_gemma":6.309188e-8,"domain_scores_codex":[0.9974459,0.0001507063,0.0008151837,0.0005100839,0.0005208391,0.000557295],"domain_scores_gemma":[0.995551,0.003149539,0.000216514,0.0001644026,0.0004521886,0.0004663491],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005284769,0.00005569243,0.00006006634,0.0001062325,0.0002815706,0.000065444,0.0006954299,0.9499366,0.007236349,0.003884362,0.0007880258,0.03683736],"study_design_scores_gemma":[0.001671143,0.0002335826,0.00001304248,0.00007448311,0.00001611716,0.0002268882,0.00003463547,0.9739206,0.003113342,0.0004911032,0.02002863,0.0001764538],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.00007963244,0.0002753928,0.9952202,0.002008103,0.00149754,0.0007117089,0.00004489167,0.0001393445,0.00002316326],"genre_scores_gemma":[0.001323013,0.00009949358,0.9976072,0.0002430925,0.0004175796,0.0001552043,0.000009865102,0.00006177165,0.00008274381],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.03666091,"threshold_uncertainty_score":0.9999393,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2979745603","doi":"10.1002/nme.6246","title":"A variationally separable splitting for the generalized‐<i>α</i> method for parabolic equations","year":2019,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Advanced Numerical Methods in Computational Mathematics","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Mathematics; Discretization; Separable space; Partial differential equation; Norm (philosophy); Solver; Dissipation; Tensor product; Applied mathematics; Degrees of freedom (physics and chemistry); Parabolic partial differential equation; Mathematical analysis; Numerical analysis; Mathematical optimization; Physics; Pure mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.03583336234143295,"gpt":0.4238371664959704,"spread":0.3880038041545374,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002798515,0.000281692,0.0004428501,0.0002587636,0.0001243477,0.0001413321,0.0006634055,0.0001131693,0.00002914322],"category_scores_gemma":[0.004897279,0.0002422632,0.0003603146,0.0003223826,0.00001439123,0.0002576519,0.000050443,0.0003704002,0.000003739229],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003301564,"about_ca_system_score_gemma":0.00005313477,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002161648,"about_ca_topic_score_gemma":2.543721e-7,"domain_scores_codex":[0.9979109,0.00009962313,0.0008957995,0.0002789917,0.0003531371,0.000461576],"domain_scores_gemma":[0.9747813,0.0242907,0.0001946032,0.0001900766,0.0004416502,0.0001017155],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004943922,0.00002713251,0.00001474991,0.00008623164,0.0002234261,5.080748e-7,0.000110633,0.8838004,0.003760232,0.05665829,0.0001502626,0.05511871],"study_design_scores_gemma":[0.0009412245,0.0000470552,0.0000348411,0.0000659432,0.00003883163,0.00003503323,0.00002759298,0.848581,0.001155442,0.1042732,0.0445487,0.0002511981],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.00008729599,0.0004497725,0.9912693,0.0008202255,0.005918933,0.001192837,0.00006397945,0.0001312463,0.00006644784],"genre_scores_gemma":[0.001936985,0.00004347527,0.9956015,0.0002936333,0.0009623155,0.0009062852,0.00001779206,0.0001165602,0.0001214252],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.05486751,"threshold_uncertainty_score":0.9879205,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2112247521","doi":"10.1002/nme.4355","title":"Multiscale coupling using a finite element framework at finite temperature","year":2012,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Microstructure and mechanical properties","field":"Materials Science","cited_by":16,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Bridging (networking); Finite element method; Multiscale modeling; Discretization; Coupling (piping); Molecular dynamics; Statistical physics; Smoothed finite element method; Continuum mechanics; Computer science; Physics; Mechanics; Mathematics; Mechanical engineering; Mathematical analysis; Engineering; Computational chemistry; Chemistry; Thermodynamics; Boundary knot method","retraction":null,"screen_n_in":null,"score":{"opus":0.04313625459416334,"gpt":0.3861607844707808,"spread":0.3430245298766175,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001187027,0.0001804595,0.0002481783,0.0001333341,0.0001101612,0.0001143547,0.0003413402,0.0001331317,0.0003125177],"category_scores_gemma":[0.001959295,0.0001471015,0.0001277693,0.0001092444,0.00001745276,0.0002816721,0.0001563977,0.0004297199,0.000009834357],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003376559,"about_ca_system_score_gemma":0.00001944639,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006819602,"about_ca_topic_score_gemma":3.181397e-7,"domain_scores_codex":[0.9985353,0.00005583866,0.0004829177,0.0001808082,0.0002884672,0.0004566876],"domain_scores_gemma":[0.9985767,0.0008970232,0.0001310288,0.0001069804,0.0001183136,0.0001699258],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00007199846,0.00003057858,0.0002249233,0.00001646483,0.00002228915,0.000005509132,0.0002804135,0.2403404,0.7572843,0.0003354552,0.00002144196,0.001366225],"study_design_scores_gemma":[0.0005189409,0.00005312432,0.0001223546,0.0002923087,0.00002233685,0.0001583378,0.00006369698,0.4466661,0.5370207,0.0009687211,0.01378194,0.0003315009],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.131758,0.0007205678,0.8607427,0.0001022559,0.006506542,0.0001154265,0.00001720725,0.00003095058,0.000006299911],"genre_scores_gemma":[0.3761765,0.00002261589,0.6226846,0.0001493456,0.0008881398,0.00001181801,0.000002373458,0.00002525967,0.00003929266],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2444185,"threshold_uncertainty_score":0.5998625,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3089225285","doi":"10.1002/nme.6545","title":"Material interface control in multi‐material topology optimization using pseudo‐cost domain method","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"General Motors (Canada); Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; General Motors of Canada","keywords":"Topology optimization; Interface (matter); Computer science; Mathematical optimization; Domain (mathematical analysis); Topology (electrical circuits); Sensitivity (control systems); Differentiable function; Computational science; Finite element method; Mathematics; Engineering; Structural engineering; Parallel computing; Electronic engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03122465673641702,"gpt":0.3805405528875224,"spread":0.3493158961511054,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0008467583,0.0003575876,0.0005769298,0.0005303794,0.00003993223,0.0001266507,0.0005408542,0.0002614862,0.0002075464],"category_scores_gemma":[0.0007034393,0.0004075242,0.0001348856,0.0003580548,0.00003027322,0.0003900498,0.0000800552,0.0005887966,0.000002123157],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005341059,"about_ca_system_score_gemma":0.0000306782,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001146787,"about_ca_topic_score_gemma":9.480852e-7,"domain_scores_codex":[0.9976968,0.0002098931,0.00102369,0.000326612,0.0002082914,0.0005347095],"domain_scores_gemma":[0.9990433,0.0004002164,0.0001263578,0.0001174735,0.0001174739,0.000195156],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0001595146,0.00002558178,0.0001553382,0.00003954208,0.000100532,0.00003796435,0.000331419,0.9541044,0.04310704,0.0001812949,0.00002026302,0.001737088],"study_design_scores_gemma":[0.002105558,0.00004558897,0.00005304782,0.00006665634,0.00001683415,0.0002074337,0.00007714469,0.9885604,0.00716807,0.00008874054,0.001246606,0.0003639108],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.002992274,0.00007042836,0.9867215,0.0004811056,0.009033781,0.0003947471,0.00006373798,0.0002239961,0.00001848376],"genre_scores_gemma":[0.09423023,0.00003057363,0.9047011,0.0001328116,0.0007018983,0.00006952393,0.00001451674,0.0001162484,0.000003137565],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.09123796,"threshold_uncertainty_score":0.9998376,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3031151779","doi":"10.1002/nme.6434","title":"<scp>Void</scp> region restriction for additive manufacturing via a diffusion physics approach","year":2020,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Void (composites); Limiting; Computer science; Distributed computing; Mechanical engineering; Mathematical optimization; Engineering; Mathematics; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.02843147522594584,"gpt":0.3131919407437543,"spread":0.2847604655178085,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002886146,0.0003051622,0.0003542497,0.0002657344,0.00007511725,0.0000845217,0.0004015723,0.0001817093,0.000003769675],"category_scores_gemma":[0.00107536,0.0003376002,0.0002193926,0.0002608362,0.00001921374,0.0003611462,0.0000592563,0.0006130898,0.000001803677],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003452822,"about_ca_system_score_gemma":0.00001471194,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001812171,"about_ca_topic_score_gemma":6.515356e-8,"domain_scores_codex":[0.9984154,0.0000456271,0.0005740369,0.0002968642,0.0002442328,0.0004238526],"domain_scores_gemma":[0.9984824,0.0009581959,0.0001185,0.0001068681,0.0001349237,0.0001990915],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002038495,0.00002768115,0.0000404116,0.00007403355,0.0001244259,0.000009273424,0.0003442391,0.9735467,0.004571942,0.0004741588,0.0006123378,0.02015444],"study_design_scores_gemma":[0.000864047,0.00006747148,0.0001505383,0.00005271278,0.00002347568,0.00009170351,0.0001014434,0.9681199,0.01410916,0.0008270183,0.01542673,0.0001658313],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.001523597,0.0001265747,0.9939024,0.000145611,0.003394767,0.0003769368,0.00002584993,0.0003648453,0.0001393982],"genre_scores_gemma":[0.08258427,0.0001879716,0.9148165,0.0000909283,0.001894121,0.0002113276,0.00004785784,0.0001423653,0.00002464632],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.08106067,"threshold_uncertainty_score":0.9999076,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2132347922","doi":"10.1002/nme.2639","title":"An efficient second‐order characteristic finite element method for non‐linear aerosol dynamic equations","year":2009,"lang":"en","type":"article","venue":"International Journal for Numerical Methods in Engineering","topic":"Coagulation and Flocculation Studies","field":"Environmental Science","cited_by":15,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"York University","funders":"National Key Research and Development Program of China; Natural Sciences and Engineering Research Council of Canada","keywords":"Extrapolation; Finite element method; Logarithm; Aerosol; Mathematics; Advection; Applied mathematics; Mathematical analysis; Physics; Meteorology","retraction":null,"screen_n_in":null,"score":{"opus":0.02601674619623227,"gpt":0.4050253938002605,"spread":0.3790086476040282,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001039541,0.0001559347,0.0002090268,0.0001479538,0.0001160596,0.00006483393,0.0002568275,0.0000499441,0.000381213],"category_scores_gemma":[0.0008417486,0.0001504312,0.0001217446,0.0002062011,0.00001394867,0.0001574131,0.00004009056,0.0001713611,0.000008138175],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003167462,"about_ca_system_score_gemma":0.00001184461,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000354284,"about_ca_topic_score_gemma":0.000002573286,"domain_scores_codex":[0.9986463,0.0000638287,0.0005189385,0.0002395548,0.0002814014,0.0002500176],"domain_scores_gemma":[0.9987636,0.0007779502,0.0001461538,0.000108435,0.00009509199,0.0001087748],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00004449096,0.0001062549,0.0001446577,0.000003635498,0.00003136664,0.000001603452,0.0002467452,0.9120315,0.01747267,0.0002121155,0.00002252654,0.06968242],"study_design_scores_gemma":[0.000634126,0.00011105,0.009110448,0.00001629456,0.00001449609,0.00001007769,0.00002936438,0.9843185,0.0005378022,0.0004446419,0.004600037,0.0001731623],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.003608604,0.00001410241,0.9943077,0.0006070094,0.001033548,0.0003190686,0.00002653583,0.00003046648,0.00005295228],"genre_scores_gemma":[0.2612284,0.000003228469,0.738205,0.0002622245,0.0001291491,0.00005398976,0.00002007821,0.0000142711,0.00008368273],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2576197,"threshold_uncertainty_score":0.6134408,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}