{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":648,"total_is_capped":false,"direct_labels_cover":1,"predictions_cover":648,"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":"cd853f16773c","filters":{"topic":"Composite Structure Analysis and Optimization"}},"results":[{"id":"W2028868264","doi":"10.1016/j.apm.2009.08.008","title":"Free vibration of functionally graded rectangular plates using first-order shear deformation plate theory","year":2009,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":313,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Plate theory; Vibration; Boundary value problem; Stiffness; Vibration of plates; Mathematics; Mathematical analysis; Aspect ratio (aeronautics); Functionally graded material; Shear (geology); Geometry; Materials science; Material properties; Composite material; Physics; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.01066172557269661,"gpt":0.1907806577325275,"spread":0.1801189321598309,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001739169,0.0001554233,0.0002433047,0.0001183929,0.00008906544,0.00003412298,0.0001010397,0.0001014915,0.00007484148],"category_scores_gemma":[0.00001209011,0.0001415623,0.00006773596,0.0002590901,0.00001671398,0.0001671302,0.0000132166,0.0001070972,0.000004843788],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004470482,"about_ca_system_score_gemma":0.00000696434,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001296455,"about_ca_topic_score_gemma":5.653542e-7,"domain_scores_codex":[0.9990665,0.00001019957,0.0004253896,0.0001309514,0.0002136203,0.0001533149],"domain_scores_gemma":[0.999516,0.00008694586,0.00007525361,0.000223571,0.00005776562,0.00004053549],"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":[0.00001859243,0.00001578251,3.214604e-7,0.00005497815,0.00003726735,1.855865e-7,0.0004143621,0.8797383,0.01058454,0.1086621,0.000007086952,0.0004664545],"study_design_scores_gemma":[0.0001410541,0.000009736652,0.000003951744,0.00003194705,0.00004922282,0.000002147391,0.00002681264,0.7125904,0.004400106,0.2826331,0.000006363499,0.0001052165],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06183963,0.00008606634,0.9354673,0.00002394602,0.00002923732,0.0001698601,0.000002523822,0.0001231378,0.002258291],"genre_scores_gemma":[0.8047031,0.00002550768,0.1951385,0.0000305361,0.00004669541,0.000004066168,0.000029707,0.00001859404,0.000003279652],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.7428635,"threshold_uncertainty_score":0.5772743,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2898202383","doi":"10.1017/9781316422892","title":"Nonlinear Mechanics of Shells and Plates in Composite, Soft and Biological Materials","year":2018,"lang":"en","type":"book","venue":"Cambridge University Press eBooks","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":226,"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":"Nonlinear system; Hyperelastic material; Vibration; Buckling; Structural engineering; Viscoelasticity; Shell (structure); Engineering; Mechanical engineering; Materials science; Computer science; Mechanics; Physics; Finite element method; Composite material; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.008482666196354795,"gpt":0.1719235172799294,"spread":0.1634408510835746,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005858877,0.0001957683,0.0004198709,0.0001598538,0.00003293302,0.00002304939,0.000117801,0.0002729161,0.000003725714],"category_scores_gemma":[0.000002894246,0.0002039937,0.00003785577,0.00001495888,0.00008291771,0.00003652132,0.0001518954,0.0001203772,3.516096e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005122232,"about_ca_system_score_gemma":0.0000135742,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002646531,"about_ca_topic_score_gemma":0.000003065385,"domain_scores_codex":[0.9994003,0.00002850364,0.0001759091,0.0002113418,0.00006555819,0.0001184376],"domain_scores_gemma":[0.9996403,0.00004714101,0.00007326858,0.0001412332,0.0000490005,0.00004904094],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.002334288,0.0002239438,0.0007011938,0.00969566,0.005497734,0.001083696,0.002768336,0.01939482,0.4881319,0.3758686,0.08146387,0.01283596],"study_design_scores_gemma":[0.006254413,0.0008910258,0.001464278,0.002431316,0.002173736,0.0001280178,0.0001769867,0.3029562,0.1722806,0.0001911345,0.5066212,0.004431054],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.3374204,0.001498543,0.008107577,0.000005157372,0.0004407861,0.0009249841,0.00154305,0.0002725852,0.6497869],"genre_scores_gemma":[0.2673496,0.006334754,0.01198058,0.00007591403,0.000708024,0.000002235237,0.002023597,0.0002481441,0.7112771],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.4251574,"threshold_uncertainty_score":0.8318622,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2743239187","doi":"10.1016/j.tws.2017.06.018","title":"Dynamics, vibration and control of rotating composite beams and blades: A critical review","year":2017,"lang":"en","type":"review","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":202,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Carleton University; University of Ottawa","funders":"","keywords":"Image warping; Vibration; Mechanical engineering; Smart material; Vibration control; Beam (structure); Structural engineering; Transverse plane; Piezoelectricity; Composite number; Materials science; Computer science; Engineering; Physics; Acoustics; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01916864284015721,"gpt":0.3028690536035106,"spread":0.2837004107633534,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001927729,0.000469341,0.002167987,0.000156513,0.0001782876,0.0001565941,0.0002341216,0.0002635853,0.00003767926],"category_scores_gemma":[0.0001629253,0.000376597,0.0002467321,0.00009725014,0.0001413813,0.0001467532,0.00006787324,0.0003945996,6.260193e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000433912,"about_ca_system_score_gemma":0.00002879219,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001801071,"about_ca_topic_score_gemma":0.00002462773,"domain_scores_codex":[0.9982948,0.0001304477,0.0008153485,0.0003415724,0.0002092388,0.0002086495],"domain_scores_gemma":[0.9987579,0.0002743208,0.0003442445,0.0004273945,0.00009645905,0.00009969021],"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":[0.000006776331,0.000005030627,0.000008446113,0.0935672,0.0007230645,0.000006885498,0.0001902262,0.001203038,0.00001209666,0.00296757,0.00007136881,0.9012383],"study_design_scores_gemma":[0.002268536,0.0002734032,0.0003964893,0.1577645,0.02593277,0.0006185428,0.00006174777,0.6622729,0.00001919817,0.008901486,0.1376371,0.00385335],"study_design_candidate":"design_other","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.00001934554,0.9880241,0.0107013,0.00005548649,0.0001358384,0.0006019892,0.0001067512,0.00007064208,0.0002846084],"genre_scores_gemma":[0.002682381,0.9924647,0.004385127,0.00004283903,0.0001053162,0.00001801879,0.0002365207,0.00005623258,0.000008859455],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.8973849,"threshold_uncertainty_score":0.9998686,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1981793299","doi":"10.1016/j.jsv.2010.10.003","title":"Nonlinear vibrations of functionally graded doubly curved shallow shells","year":2010,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":186,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; McGill University","keywords":"Galerkin method; Lyapunov exponent; Nonlinear system; Bifurcation; Vibration; Mathematical analysis; Mathematics; Equations of motion; Shell (structure); Ordinary differential equation; Multiple-scale analysis; Partial differential equation; Physics; Classical mechanics; Differential equation; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.006936971371618372,"gpt":0.209360905669108,"spread":0.2024239342974896,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001131802,0.00007137712,0.0001417305,0.0001327636,0.0000509756,0.00005794435,0.00004771939,0.00005872094,0.0001061166],"category_scores_gemma":[0.00001564422,0.00005987144,0.00007211591,0.0001383569,0.00001619476,0.0003778916,0.000005645575,0.0001529218,8.08433e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000007716148,"about_ca_system_score_gemma":0.00001734125,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001788023,"about_ca_topic_score_gemma":0.0000498095,"domain_scores_codex":[0.9994031,0.00001023868,0.0003398394,0.00004993459,0.000142245,0.00005470893],"domain_scores_gemma":[0.9995572,0.00003129362,0.0001389932,0.00006274406,0.000165532,0.00004423024],"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":[0.00004144639,0.00005557619,0.004883262,0.00004464706,0.0001715493,0.000001423824,0.0004273474,0.1420041,0.8475876,0.002071767,0.0001939501,0.002517359],"study_design_scores_gemma":[0.002222572,0.0004447799,0.08763002,0.00006454929,0.0004217903,0.0001529103,0.0001990414,0.8216903,0.07406619,0.00998951,0.002640826,0.000477568],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8708578,0.000100613,0.1280525,0.0001025695,0.0003894438,0.00003963046,0.000003557678,0.00001249454,0.0004414288],"genre_scores_gemma":[0.9877842,0.00006211458,0.0117603,0.00002107554,0.0003357889,2.800497e-7,0.00001643843,0.0000080042,0.00001178576],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7735214,"threshold_uncertainty_score":0.2441486,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2067589250","doi":"10.1016/j.jsv.2005.02.031","title":"Nonlinear free vibration behavior of functionally graded plates","year":2005,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":176,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Nonlinear system; Vibration; Material properties; Functionally graded material; Boundary value problem; Deflection (physics); Materials science; Fourier series; Plate theory; Volume fraction; Fundamental frequency; Transverse plane; Mechanics; Structural engineering; Composite material; Mathematical analysis; Mathematics; Physics; Classical mechanics; Engineering; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.006726296958083414,"gpt":0.2069260109782111,"spread":0.2001997140201277,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007259814,0.00006367145,0.0001223426,0.0001182158,0.00003756237,0.00003968309,0.00004241063,0.00004516185,0.0000481066],"category_scores_gemma":[0.00001022277,0.00005418295,0.00005381475,0.00009539271,0.00001167425,0.0004500659,0.000005973251,0.00007186956,5.253559e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001925716,"about_ca_system_score_gemma":0.000008842696,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001178081,"about_ca_topic_score_gemma":0.0000182056,"domain_scores_codex":[0.9994416,0.000008920266,0.0003237677,0.00004186531,0.000137281,0.0000465436],"domain_scores_gemma":[0.9996545,0.00001876822,0.0001351312,0.00005499989,0.0001069771,0.00002957675],"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":[0.00009002303,0.0001246902,0.009198245,0.00006546929,0.0002106693,0.000002519534,0.000920989,0.6028813,0.3658981,0.001119928,0.0006167303,0.01887138],"study_design_scores_gemma":[0.002324369,0.0005388056,0.08854035,0.00007416846,0.0005899028,0.0001477307,0.0002447216,0.7886494,0.1131681,0.003699307,0.001628028,0.0003950869],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9142034,0.000318034,0.08509181,0.0001051412,0.0001229261,0.0000384668,0.000004148886,0.00001137424,0.0001046682],"genre_scores_gemma":[0.98588,0.0001006929,0.01358799,0.00002244378,0.0003741467,4.109239e-7,0.00001845285,0.000007000888,0.000008866419],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.25273,"threshold_uncertainty_score":0.2209516,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2065555156","doi":"10.1016/j.compstruct.2013.07.059","title":"Optimization of variable stiffness composites with embedded defects induced by Automated Fiber Placement","year":2013,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":161,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Consortium de Recherche et d’innovation en Aérospatiale au Québec","keywords":"Stiffness; Materials science; Buckling; Fiber; Structural engineering; Composite material; Work (physics); Composite number; Mechanical engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.00354447984417338,"gpt":0.1941963848857128,"spread":0.1906519050415394,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00003814645,0.0003517604,0.0004419876,0.0001916107,0.0001218832,0.0001378272,0.0002363133,0.0001345005,0.000914378],"category_scores_gemma":[0.000004973297,0.0002911341,0.00006349183,0.0005716827,0.00004843518,0.0002666017,0.00004900661,0.0001563952,0.000008218678],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007267296,"about_ca_system_score_gemma":0.00001801977,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009042322,"about_ca_topic_score_gemma":0.000004064129,"domain_scores_codex":[0.9986333,0.00005268921,0.0004181009,0.0002880894,0.0003059477,0.0003018265],"domain_scores_gemma":[0.9990772,0.00006119815,0.000143624,0.000359668,0.0002448162,0.0001134777],"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":[0.00002392348,0.00001536801,0.0001987787,0.00006924336,0.0001774482,4.731126e-7,0.0001137093,0.7397356,0.2578585,0.00006505318,0.001453732,0.0002881035],"study_design_scores_gemma":[0.0008382584,0.00008660406,0.005181105,0.00006035133,0.0001658876,0.000008756491,0.00002771532,0.9145607,0.07848576,0.00008641811,0.00007878387,0.0004196407],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9370705,0.0002852803,0.05849827,0.0000136067,0.000147718,0.0005802853,0.00003778673,0.0007827404,0.002583808],"genre_scores_gemma":[0.9516155,0.000009546534,0.04768585,0.00003725744,0.00003550616,0.00002571056,0.0004907885,0.00005883066,0.00004099588],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1793728,"threshold_uncertainty_score":0.9999989,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1988163016","doi":"10.1006/jsvi.2000.3073","title":"GENERAL EQUATIONS OF ANISOTROPIC PLATES AND SHELLS INCLUDING TRANSVERSE SHEAR DEFORMATIONS, ROTARY INERTIA AND INITIAL CURVATURE EFFECTS","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":146,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Montréal; Polytechnique Montréal; National Research Council Canada","funders":"","keywords":"Rotary inertia; Curvature; Transverse plane; Stress resultants; Virtual work; Transverse shear; Anisotropy; Inertia; Conical surface; Shear (geology); Mechanics; Geometry; Shell (structure); Shear stress; Classical mechanics; Physics; Materials science; Mathematics; Structural engineering; Engineering; Composite material; Finite element method; Optics","retraction":null,"screen_n_in":null,"score":{"opus":0.006722121072229108,"gpt":0.2210415754408651,"spread":0.214319454368636,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004995953,0.00006844521,0.000131895,0.000100725,0.00007682261,0.00005000801,0.0000184558,0.0000483331,0.00006977783],"category_scores_gemma":[0.000007862527,0.00005733864,0.00002552839,0.00008953418,0.00001881349,0.0005068624,0.000004010199,0.00008291727,1.655666e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001028439,"about_ca_system_score_gemma":0.000005925861,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000379674,"about_ca_topic_score_gemma":0.000007565327,"domain_scores_codex":[0.9995785,0.00001850209,0.0002340711,0.00004200277,0.00007536676,0.00005159497],"domain_scores_gemma":[0.9997939,0.0000483276,0.00005845993,0.00002833849,0.00003494841,0.00003606128],"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":[0.0001495468,0.00005417986,0.005266421,0.0006134963,0.0004570037,0.000008716831,0.008613758,0.7986822,0.09447631,0.001244329,0.0003912185,0.09004287],"study_design_scores_gemma":[0.001376744,0.0002794549,0.02811662,0.000161987,0.0002955794,0.00009523285,0.0001529522,0.9598321,0.006987026,0.002133517,0.0003498769,0.0002189034],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9573447,0.0009426486,0.04146085,0.0000524389,0.00004001759,0.00005007063,0.000009551602,0.000007129707,0.00009256154],"genre_scores_gemma":[0.9954798,0.00058282,0.003776486,0.00002193544,0.0001038205,4.108678e-7,0.00002606351,0.000005242629,0.00000341606],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.16115,"threshold_uncertainty_score":0.2338202,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2171419201","doi":"10.1007/s11071-011-0049-8","title":"Nonlinear vibrations of FGM rectangular plates in thermal environments","year":2011,"lang":"en","type":"article","venue":"Nonlinear Dynamics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":143,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Isotropy; Vibration; Bifurcation; Mathematical analysis; Plate theory; Mathematics; Equations of motion; Boundary value problem; Ordinary differential equation; Mechanics; Differential equation; Physics; Classical mechanics","retraction":null,"screen_n_in":null,"score":{"opus":0.005841132878608771,"gpt":0.1809132050368138,"spread":0.175072072158205,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004686527,0.0001047711,0.000151563,0.0001128283,0.00001867813,0.000006277867,0.0001028501,0.00007748141,0.0001147367],"category_scores_gemma":[0.000005446755,0.0001050703,0.00005366129,0.0001909717,0.00002254413,0.00008598417,0.00002041903,0.0001047054,0.000007332233],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005235273,"about_ca_system_score_gemma":0.00000666888,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004180239,"about_ca_topic_score_gemma":0.0003288459,"domain_scores_codex":[0.9994243,0.00001274153,0.0002482888,0.0001045097,0.00009157074,0.0001186123],"domain_scores_gemma":[0.999731,0.00001251554,0.00003755189,0.0001800157,0.00001107039,0.00002782909],"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":[0.00004016934,0.0001976451,0.02837142,0.0000431847,0.0001536726,0.00001205082,0.001691053,0.9271218,0.03437329,0.0003416073,0.000008533345,0.007645553],"study_design_scores_gemma":[0.0001544904,0.00002651086,0.007139902,0.000009704882,0.00002281909,0.000001003923,0.00003842354,0.9852224,0.007161646,0.00004424349,0.00007477211,0.0001040887],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9749047,0.00008483117,0.02167762,0.000007026446,0.00008636714,0.00008913026,0.00004158088,0.00004009665,0.003068648],"genre_scores_gemma":[0.9246129,0.00006346399,0.07497014,0.00000944547,0.00004361308,0.000002689328,0.0002269599,0.00002827475,0.00004251683],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05810058,"threshold_uncertainty_score":0.4284642,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2031469297","doi":"10.1016/j.ijmecsci.2005.04.008","title":"Thermomechanical postbuckling analysis of moderately thick functionally graded plates and shallow shells","year":2005,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":139,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Boundary value problem; Composite material; Plate theory; Buckling; Material properties; Transverse plane; Functionally graded material; Deflection (physics); Shell (structure); Volume fraction; Shear (geology); Structural engineering; Mathematics; Classical mechanics; Physics; Engineering; Mathematical analysis","retraction":null,"screen_n_in":null,"score":{"opus":0.01138842043140681,"gpt":0.2479606973472214,"spread":0.2365722769158146,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005296028,0.00009635932,0.0002643015,0.0004404791,0.00004750543,0.00008763605,0.000351566,0.0000592086,0.0002534697],"category_scores_gemma":[0.00005626664,0.00007151534,0.0001877223,0.0004632415,0.00004690624,0.0003030695,0.0000407101,0.0001356039,9.546333e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004478592,"about_ca_system_score_gemma":0.00002453979,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000105476,"about_ca_topic_score_gemma":0.00006793493,"domain_scores_codex":[0.9985774,0.00002934162,0.0005083341,0.0001218225,0.0006578,0.0001052575],"domain_scores_gemma":[0.9992585,0.0001589495,0.000177785,0.00005061544,0.0002839487,0.00007024779],"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":[0.00005084266,0.00003725834,0.0005907966,0.000002815719,0.001379573,0.000004626678,0.0001266295,0.9289601,0.04451177,0.009017626,0.0000186115,0.01529938],"study_design_scores_gemma":[0.0002186526,0.00008834337,0.004074343,0.0000243425,0.0003187266,0.00003206229,0.00004822643,0.9859735,0.006167333,0.002859525,0.00009845381,0.00009650265],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9108376,0.0004221237,0.08716339,0.0008014941,0.0003257229,0.00002909197,0.000006591874,0.00001553175,0.0003984477],"genre_scores_gemma":[0.9919481,0.0002602747,0.007531295,0.00009139741,0.0001531399,3.403101e-7,0.000003043298,0.000004708759,0.000007755856],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08111044,"threshold_uncertainty_score":0.2916311,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2063968613","doi":"10.1016/s0895-7177(00)00302-2","title":"Assessment of beam modeling methods for rotor blade applications","year":2001,"lang":"en","type":"article","venue":"Mathematical and Computer Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":138,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Bell Helicopter Textron (Canada)","funders":"","keywords":"Benchmark (surveying); Computer science; Extant taxon; Notation; Blade (archaeology); Rotor (electric); Fidelity; Management science; Mathematics; Mechanical engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02085260637971645,"gpt":0.3008364510277605,"spread":0.279983844648044,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001165217,0.00008839042,0.0002031028,0.00004981864,0.00004563466,0.00002742877,0.00006287079,0.00003653755,0.000007700626],"category_scores_gemma":[6.444116e-7,0.00007675748,0.00006417033,0.0000828257,0.000008265133,0.00004222816,0.00002051443,0.0000478263,2.779204e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001066846,"about_ca_system_score_gemma":0.000003075608,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":7.94322e-7,"about_ca_topic_score_gemma":1.40313e-7,"domain_scores_codex":[0.9994698,0.000007719722,0.00025216,0.0001148747,0.00005602076,0.00009940266],"domain_scores_gemma":[0.9997005,0.00007681257,0.00002269303,0.0001158503,0.00004454697,0.00003962327],"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":[7.760769e-7,0.00001442835,0.000005084567,0.0001100118,0.00003192246,4.110111e-8,0.00006508255,0.9695885,0.0002389634,0.01759574,0.000001444764,0.01234802],"study_design_scores_gemma":[0.000088778,0.00001182415,0.000001878299,0.00002196729,0.00004764568,0.000002458556,0.00000631869,0.9690969,0.0001229447,0.03040106,0.0001166328,0.00008157328],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.008330172,0.0001205276,0.9909282,0.00000862421,0.00001704111,0.0002427954,0.000001367804,0.00005566757,0.0002955626],"genre_scores_gemma":[0.301659,0.00003975823,0.6981721,0.000007525445,0.00005493688,0.00004599333,0.000005320766,0.000009761652,0.000005604722],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2933288,"threshold_uncertainty_score":0.313008,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2083288963","doi":"10.1016/j.ijnonlinmec.2014.11.026","title":"Non-linearities in rotation and thickness deformation in a new third-order thickness deformation theory for static and dynamic analysis of isotropic and laminated doubly curved shells","year":2014,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":115,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Curvilinear coordinates; Isotropy; Deformation (meteorology); Shell (structure); Rotary inertia; Transverse plane; Inertia; Vibration; Elasticity (physics); Geometry; Classical mechanics; Mechanics; Physics; Structural engineering; Mathematics; Materials science; Optics; Engineering; Composite material; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.005296429677461126,"gpt":0.2424540647222267,"spread":0.2371576350447655,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007428734,0.0001342791,0.0003526949,0.0009759777,0.00002530325,0.00006431482,0.0001089343,0.00009564035,0.000005876483],"category_scores_gemma":[0.0001070545,0.0001218711,0.00005825437,0.0004169122,0.00001387296,0.0005167237,0.00002732209,0.0001595624,1.509896e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008169398,"about_ca_system_score_gemma":0.00003803805,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005230219,"about_ca_topic_score_gemma":0.0004758655,"domain_scores_codex":[0.9988032,0.00005314708,0.0006937408,0.0001018469,0.0002445583,0.0001034934],"domain_scores_gemma":[0.9989557,0.0001789068,0.0003105605,0.0000682344,0.0004491334,0.00003745651],"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":[0.0002531509,0.00003420477,0.001721991,0.0001829751,0.0005598292,0.000001701174,0.004201248,0.9608861,0.00668082,0.002158298,0.000004232323,0.02331541],"study_design_scores_gemma":[0.001444838,0.00007279772,0.01141448,0.0001257457,0.0002352016,0.0000153433,0.0003931978,0.9820698,0.0005450759,0.003562517,0.00001082006,0.0001101599],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4589876,0.00008917559,0.5406373,0.00006878795,0.00009944067,0.00009617627,0.000006856452,0.000004528647,0.00001010907],"genre_scores_gemma":[0.9836343,0.0004956085,0.01569963,0.00004234,0.00003364468,0.000003002075,0.00007205464,0.00001296561,0.000006449883],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5249377,"threshold_uncertainty_score":0.4969757,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2116717548","doi":"10.1016/j.apm.2010.07.028","title":"Exact solutions for free flexural vibration of Lévy-type rectangular thick plates via third-order shear deformation plate theory","year":2010,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":107,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Plate theory; Boundary value problem; Vibration; Dimensionless quantity; Mathematics; Mathematical analysis; Exact solutions in general relativity; Bending of plates; Transverse plane; Normal mode; Geometry; Type (biology); Shear (geology); Bending; Structural engineering; Mechanics; Physics; Materials science; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01134076156410582,"gpt":0.2107306446427303,"spread":0.1993898830786245,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003856617,0.0001717362,0.0002690108,0.0001032117,0.0001455006,0.00004224594,0.0001475781,0.0001753547,0.00008142086],"category_scores_gemma":[0.00003689426,0.0001507957,0.00008612493,0.0002164469,0.00003093207,0.0001829337,0.00003205741,0.0002182939,0.00001138427],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002818522,"about_ca_system_score_gemma":0.00001146768,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003086373,"about_ca_topic_score_gemma":0.000005753745,"domain_scores_codex":[0.9989793,0.0000108115,0.0004447566,0.0001496236,0.000171121,0.000244431],"domain_scores_gemma":[0.99922,0.0002187755,0.00008291646,0.0003096277,0.0001167467,0.00005192536],"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":[0.00002613844,0.00001567577,2.687389e-7,0.0001127847,0.00005314223,5.453458e-8,0.0005675631,0.7716836,0.05962719,0.1669559,0.00002935646,0.0009283328],"study_design_scores_gemma":[0.0001535322,0.00001209021,0.000001128173,0.00001576155,0.00006059234,0.000001719096,0.00003149835,0.6912476,0.01103608,0.2973009,0.0000224812,0.0001165645],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03696393,0.00005633083,0.9600136,0.00003492201,0.0001044779,0.0003654235,0.000006570959,0.0001642654,0.002290462],"genre_scores_gemma":[0.7212444,0.00001958559,0.2785123,0.00001620049,0.00007408902,0.0000257706,0.00006581151,0.00003164613,0.00001017384],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.6842805,"threshold_uncertainty_score":0.6149271,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2053698803","doi":"10.1016/j.jsv.2004.06.028","title":"Free flexural vibration analysis of symmetric honeycomb panels","year":2004,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":106,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto; University of New Brunswick","funders":"","keywords":"Honeycomb; Orthotropic material; Plate theory; Flexural strength; Vibration; Structural engineering; Honeycomb structure; Boundary value problem; Materials science; Composite material; Mathematics; Finite element method; Physics; Engineering; Mathematical analysis; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.007716606192869486,"gpt":0.2140105808503367,"spread":0.2062939746574672,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001133271,0.00007789705,0.0002471717,0.0006919947,0.00004065051,0.00006083231,0.00006435844,0.00004999033,0.00002072222],"category_scores_gemma":[0.00002261065,0.0000653844,0.0001280256,0.001054933,0.00001344861,0.0004272838,0.000008620102,0.00007447621,2.058793e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000401602,"about_ca_system_score_gemma":0.00001062634,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009156422,"about_ca_topic_score_gemma":0.00002090204,"domain_scores_codex":[0.9992872,0.00001405544,0.0004006496,0.00005533186,0.0001790792,0.00006366518],"domain_scores_gemma":[0.9995314,0.0000257146,0.0001940429,0.00008961496,0.0001184763,0.00004075141],"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":[0.00001380388,0.00001699677,0.001677364,0.00001973565,0.0006015299,0.000001184435,0.0004398171,0.9676964,0.02531532,0.001967143,0.00001605569,0.0022346],"study_design_scores_gemma":[0.002009056,0.0003969093,0.2494326,0.00005850828,0.003907762,0.00003801482,0.0003567681,0.693063,0.0298494,0.0204533,0.00007149891,0.0003631243],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6478383,0.0003246787,0.3515093,0.00006516052,0.00008910833,0.00002516205,0.000004878503,0.000009040356,0.0001343173],"genre_scores_gemma":[0.995947,0.0001832582,0.003721106,0.00002043963,0.00009975425,1.971014e-7,0.00001927245,0.000006159504,0.000002825426],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3481087,"threshold_uncertainty_score":0.2666299,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3044739866","doi":"10.1016/j.engstruct.2020.111141","title":"Buckling behavior of porous CNT-reinforced plates integrated between active piezoelectric layers","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Materials science; Buckling; Composite material; Porosity; Carbon nanotube; Structural engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.005665511664273409,"gpt":0.1917598038871858,"spread":0.1860942922229124,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00002556475,0.0002664014,0.00038425,0.0002001136,0.00003587667,0.00003328288,0.0001931541,0.0001244804,0.00006649279],"category_scores_gemma":[0.00004615061,0.0002553832,0.0001074503,0.0006608369,0.00001399312,0.0001193249,0.00002444148,0.0003032586,0.000001685543],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006042754,"about_ca_system_score_gemma":0.00001349947,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002931151,"about_ca_topic_score_gemma":7.075901e-7,"domain_scores_codex":[0.9990362,0.00000785959,0.0003433849,0.00018759,0.0001777157,0.00024727],"domain_scores_gemma":[0.9995686,0.00005220438,0.00006347306,0.0001463783,0.00005944665,0.0001098841],"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":[0.000008201537,8.495306e-7,0.0002622899,0.00005002895,0.0001734058,0.000003698404,0.0005280239,0.9497387,0.04054411,0.000144355,0.00004436244,0.00850192],"study_design_scores_gemma":[0.0003616983,0.00007620639,0.01113485,0.00002411168,0.0002437873,0.000004959973,0.00006433448,0.7501456,0.2372559,0.00001843697,0.0002393172,0.0004308079],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8515437,0.0002376226,0.1472607,0.00002029267,0.0001517405,0.0001682624,0.00004338851,0.0004589782,0.000115308],"genre_scores_gemma":[0.9935801,0.0000185115,0.006032792,0.00001625322,0.0001646785,0.000006369576,0.000123302,0.00005323261,0.000004744518],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1995932,"threshold_uncertainty_score":0.9999899,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2036375443","doi":"10.1016/j.ijsolstr.2010.10.013","title":"Stress concentration around a hole in a radially inhomogeneous plate","year":2010,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Shear modulus; Stress concentration; Superposition principle; Stress (linguistics); Modulus; Shear stress; Tension (geology); Poisson's ratio; Composite material; Stiffness; Shear (geology); Mechanics; Poisson distribution; Mathematical analysis; Mathematics; Physics; Ultimate tensile strength","retraction":null,"screen_n_in":null,"score":{"opus":0.003475252986699842,"gpt":0.2199585648594006,"spread":0.2164833118727008,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005825301,0.00008416724,0.0001310065,0.0001355142,0.00001934153,0.000114635,0.0001353724,0.00005819986,0.00004273712],"category_scores_gemma":[0.0000157768,0.00007086693,0.00004499765,0.00005536232,0.00002652217,0.0001565652,0.00001212895,0.0002162302,1.991316e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002568905,"about_ca_system_score_gemma":0.00001824738,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001671799,"about_ca_topic_score_gemma":0.000190675,"domain_scores_codex":[0.9993781,0.000008940062,0.000281903,0.0000615443,0.000189047,0.00008045603],"domain_scores_gemma":[0.9996832,0.000020396,0.00008547626,0.00004462852,0.000119738,0.00004655244],"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":[0.0001225875,0.00002268691,0.02839329,0.00001688607,0.000348338,0.0002031571,0.001582192,0.793375,0.116821,0.004220891,0.0001497332,0.05474422],"study_design_scores_gemma":[0.004877183,0.0002156524,0.2898745,0.0001624904,0.00014983,0.001671272,0.0003920266,0.6228337,0.04842206,0.02506495,0.005514466,0.0008218929],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9959942,0.0002418483,0.002295415,0.00009029178,0.0009837503,0.0000292158,0.00001108003,0.000007769779,0.0003464636],"genre_scores_gemma":[0.9976505,0.0001917466,0.001629819,0.00004318708,0.0004646033,3.804962e-7,0.000008391655,0.000007397766,0.000003974602],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2614812,"threshold_uncertainty_score":0.288987,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2002927834","doi":"10.1016/j.tws.2005.11.003","title":"Numerical and experimental investigations of the response of aluminum cylinders with a cutout subject to axial compression","year":2006,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":94,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Defence Research and Development Canada; Dalhousie University","funders":"","keywords":"Buckling; Shell (structure); Structural engineering; Square (algebra); Finite element method; Compression (physics); Materials science; Aluminium; Numerical analysis; Composite material; Mathematics; Engineering; Geometry; Mathematical analysis","retraction":null,"screen_n_in":null,"score":{"opus":0.004533667065674723,"gpt":0.2063365642755491,"spread":0.2018028972098744,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005695719,0.0001391035,0.0002225746,0.00009179141,0.00007853599,0.00001755275,0.0001287829,0.00005511031,0.00003027105],"category_scores_gemma":[0.00001691275,0.00008983321,0.00005353479,0.0002510188,0.00009900326,0.00004571645,0.00003739593,0.00009505397,1.59304e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002749127,"about_ca_system_score_gemma":0.00002239199,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001898877,"about_ca_topic_score_gemma":0.00005611271,"domain_scores_codex":[0.9992243,0.00007558194,0.0002385019,0.000133614,0.0002183565,0.000109667],"domain_scores_gemma":[0.9995678,0.00006389905,0.00007015543,0.0002110731,0.00004158046,0.00004546851],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003691044,0.00001052496,0.002166419,0.00001861685,0.00005445263,7.526463e-7,0.002254067,0.7492706,0.2450847,0.0004389414,0.0002749466,0.00005688007],"study_design_scores_gemma":[0.001150772,0.0001794459,0.158626,0.00007357723,0.0001034668,0.00001838592,0.0004488255,0.08131722,0.7566839,0.0009701696,0.0001327484,0.0002954632],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9970348,0.0001650246,0.002095121,0.00007325949,0.00006541715,0.0001788908,0.000009259991,0.00003616091,0.0003420738],"genre_scores_gemma":[0.9951776,0.000001219446,0.004711572,0.00002866919,0.00003305994,0.000004256591,0.000008556594,0.00001613772,0.00001894015],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6679533,"threshold_uncertainty_score":0.3663292,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2039970724","doi":"10.1016/j.compstruct.2011.03.002","title":"On bending stiffness of composite tubes","year":2011,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":90,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Composite number; Bending stiffness; Materials science; Bending; Structural engineering; Composite material; Work (physics); Flexural strength; Flexural rigidity; Engineering; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01121236709370982,"gpt":0.2080274744214545,"spread":0.1968151073277447,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00004069405,0.0002752908,0.0003758504,0.000288123,0.0001006156,0.00003339129,0.0003015795,0.00009468275,0.0003330545],"category_scores_gemma":[0.000005263473,0.0002464169,0.000146579,0.0003186852,0.00006652122,0.000108339,0.00004913345,0.0001774956,0.000006750703],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004090961,"about_ca_system_score_gemma":0.000005610988,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003157492,"about_ca_topic_score_gemma":0.00000753163,"domain_scores_codex":[0.9988994,0.00003118504,0.0003677961,0.0002329551,0.000226243,0.0002424104],"domain_scores_gemma":[0.9993621,0.00005334716,0.00005373019,0.0003701166,0.00007384137,0.00008687135],"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":[0.0002727512,0.00008177471,0.008562671,0.0003116656,0.0008000904,0.00002748537,0.003510393,0.3179402,0.5894705,0.05089157,0.0008398779,0.02729108],"study_design_scores_gemma":[0.001048304,0.0001494463,0.4325147,0.0001628015,0.0003289117,0.00003840961,0.00007174651,0.07882898,0.4665889,0.01898619,0.0002818521,0.0009997498],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9742073,0.000347921,0.008568369,0.000004463391,0.0004909292,0.0001253896,0.00002656658,0.0002206726,0.0160084],"genre_scores_gemma":[0.9951774,0.00002605097,0.00459684,0.00003277974,0.00005778118,0.000003025724,0.0000519041,0.00004178783,0.00001243497],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.423952,"threshold_uncertainty_score":0.9999988,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1967085077","doi":"10.1016/j.compstruct.2014.09.031","title":"Effect of micromechanical models on structural responses of functionally graded plates","year":2014,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo; University of Alberta; University of New Brunswick; McGill University","funders":"","keywords":"Functionally graded material; Volume fraction; Plate theory; Materials science; Buckling; Material properties; Vibration; Mechanics; Structural engineering; Mathematics; Mathematical analysis; Composite material; Physics; Boundary value problem; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004856399692628436,"gpt":0.2159344071511169,"spread":0.2110780074584884,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001337314,0.0002654348,0.000509168,0.0002496098,0.0000630689,0.00002156875,0.0002273475,0.0001193306,0.00005828376],"category_scores_gemma":[0.00002829311,0.0002078185,0.000198581,0.0002280811,0.00006451553,0.00008317169,0.00003821361,0.0001659476,0.000001044215],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002904661,"about_ca_system_score_gemma":0.000006624452,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001086944,"about_ca_topic_score_gemma":0.000003716506,"domain_scores_codex":[0.9987687,0.0001465412,0.0004111048,0.0002191027,0.0002741355,0.0001803927],"domain_scores_gemma":[0.9990277,0.0003907832,0.0001151227,0.0003262012,0.0000784264,0.00006180983],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0005024318,0.00000396829,0.0004192024,0.000138878,0.0001620528,6.230698e-7,0.00008209131,0.619193,0.369181,0.006595728,0.00006163093,0.003659343],"study_design_scores_gemma":[0.0007801075,0.0006590897,0.008791078,0.00005258807,0.0001531589,0.0000142538,0.000003066369,0.339854,0.6381966,0.0111973,0.00003917256,0.0002595122],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9901893,0.000213521,0.008498563,0.000009616436,0.0002995757,0.0001387564,0.00003078205,0.00009193701,0.0005279217],"genre_scores_gemma":[0.997797,0.00001118326,0.001980712,0.00001745803,0.00008390614,0.000002640909,0.00006534911,0.00003032817,0.00001142773],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.279339,"threshold_uncertainty_score":0.8474592,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2021222673","doi":"10.1016/j.matdes.2009.10.060","title":"Differential quadrature analysis of functionally graded circular and annular sector plates on elastic foundation","year":2009,"lang":"en","type":"article","venue":"Materials & Design (1980-2015)","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Buckling; Nyström method; Boundary value problem; Quadrature (astronomy); Poisson's ratio; Critical load; Materials science; RADIUS; Vibration; Modulus; Plate theory; Structural engineering; Material properties; Poisson distribution; Mechanics; Mathematics; Geometry; Composite material; Mathematical analysis; Physics; Engineering; Optics; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.008018287476757395,"gpt":0.2075579934888315,"spread":0.1995397060120741,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001240689,0.000247555,0.0005131147,0.0004536051,0.00007893619,0.0001603644,0.00009512604,0.000145834,0.0005147164],"category_scores_gemma":[0.00001821454,0.0002221926,0.0001103404,0.0005102499,0.00002138549,0.0001378586,0.00001075667,0.00007347031,0.000006976469],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005065081,"about_ca_system_score_gemma":0.00001124257,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001670229,"about_ca_topic_score_gemma":0.00000737705,"domain_scores_codex":[0.9987904,0.00009829665,0.000404523,0.0002674973,0.0002542684,0.0001850558],"domain_scores_gemma":[0.9994332,0.00006032104,0.0001196426,0.0002338344,0.00009110194,0.00006192119],"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":[0.00006862566,0.00002808847,0.0002149565,0.00003230433,0.0007559829,0.000002565622,0.0001489171,0.2419102,0.7559355,0.000584893,0.0001034213,0.0002144801],"study_design_scores_gemma":[0.001548815,0.0006397394,0.2351468,0.000115714,0.006830522,0.00001113452,0.00005294323,0.3039373,0.4478566,0.002468213,0.0002533479,0.00113892],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8372549,0.0001494533,0.1619198,0.00003713348,0.0003189624,0.0001700565,0.00003247152,0.00009857103,0.00001864537],"genre_scores_gemma":[0.9981252,0.00004358341,0.001064995,0.00003144717,0.0001502357,0.00000630003,0.0005380643,0.0000225553,0.00001764131],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.308079,"threshold_uncertainty_score":0.9060749,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2026065853","doi":"10.1016/j.compstruct.2011.04.016","title":"Thermal effects on nonlinear vibrations of functionally graded doubly curved shells using higher order shear deformation theory","year":2011,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":86,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"","keywords":"Nonlinear system; Vibration; Mathematical analysis; Equations of motion; Shell (structure); Axial symmetry; Quadratic equation; Ordinary differential equation; Physics; Mechanics; Mathematics; Classical mechanics; Geometry; Differential equation; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.01348828918210942,"gpt":0.2124924259717231,"spread":0.1990041367896137,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007838727,0.0002524621,0.0002756824,0.0002355361,0.0001404944,0.00004122754,0.0001679212,0.0001200215,0.000402727],"category_scores_gemma":[0.000006914586,0.0002117672,0.0001284723,0.0003761761,0.00004137812,0.0002401882,0.00003007463,0.0001756792,0.000006580961],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000504572,"about_ca_system_score_gemma":0.0000169995,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001558098,"about_ca_topic_score_gemma":0.000003335493,"domain_scores_codex":[0.9989332,0.00009013194,0.0003592228,0.0001878971,0.0002352672,0.0001943016],"domain_scores_gemma":[0.999324,0.00007428216,0.0001066997,0.0002920825,0.0001395364,0.00006340294],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001553171,0.00002845001,0.0005313572,0.0001024168,0.0003072728,0.00000205766,0.0007160844,0.6865886,0.3003871,0.007599186,0.0000391543,0.003542972],"study_design_scores_gemma":[0.001299909,0.0002020918,0.1750739,0.00009943371,0.0004401545,0.00001062489,0.00002736867,0.3307064,0.4824108,0.008868553,0.0001607172,0.0007000743],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9317365,0.0002269909,0.06026082,0.00001037661,0.0007820694,0.0002878227,0.00001793844,0.0001913008,0.006486226],"genre_scores_gemma":[0.9711986,0.000006273775,0.02830906,0.00007816644,0.0002390912,0.000004145318,0.0001106338,0.00003999634,0.00001402657],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3558823,"threshold_uncertainty_score":0.8635614,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2006129010","doi":"10.1016/j.ijsolstr.2005.03.030","title":"Benchmark case studies in structural design optimization using the force method","year":2005,"lang":"en","type":"article","venue":"International Journal of Solids and Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Sequential quadratic programming; Truss; Finite element method; Benchmark (surveying); Displacement (psychology); Compatibility (geochemistry); Mathematical optimization; Quadratic programming; Flexibility method; Computer science; Mathematics; Algorithm; Structural engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02443427043387708,"gpt":0.3351222958946723,"spread":0.3106880254607952,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000214555,0.0001203552,0.000186745,0.0002072268,0.0000703547,0.00008617607,0.0001484778,0.00004317182,0.00003323878],"category_scores_gemma":[0.00003602332,0.00007736861,0.00006203332,0.000109954,0.00004005246,0.0002719998,0.00002853838,0.0001588882,3.460704e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001075153,"about_ca_system_score_gemma":0.00001317766,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001053669,"about_ca_topic_score_gemma":0.0000238555,"domain_scores_codex":[0.9991692,0.00005868706,0.0003883584,0.00007671737,0.0002084786,0.00009860151],"domain_scores_gemma":[0.9994341,0.0001079001,0.0001327596,0.00005927188,0.0002347906,0.00003118137],"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":[0.00002171707,0.000001139952,0.0002124424,0.000004655904,0.0002105898,0.0001058436,0.001005687,0.9886935,0.0004240556,0.0003336341,0.00003683618,0.008949862],"study_design_scores_gemma":[0.0003168145,0.0000173922,0.0003223663,0.00002236363,0.000056699,0.005370768,0.0003509112,0.9907355,0.0007424048,0.001928192,0.00004656587,0.00009006084],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3539555,0.002864807,0.6422092,0.0001806157,0.0006429585,0.00007263432,0.000004247386,0.000009779182,0.00006021685],"genre_scores_gemma":[0.8208402,0.0003137777,0.1783755,0.00005829482,0.000398537,4.527327e-7,0.000001304983,0.000008335549,0.000003640436],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.4668846,"threshold_uncertainty_score":0.3155001,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2753907603","doi":"10.1016/j.tws.2017.08.012","title":"Large-amplitude vibration of sigmoid functionally graded thin plates with porosities","year":2017,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Galerkin method; Nonlinear system; Vibration; Discretization; Mathematical analysis; Porosity; Sigmoid function; Functionally graded material; Multiple-scale analysis; Harmonic balance; Mathematics; Mechanics; Materials science; Material properties; Physics; Acoustics; Composite material; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.00650002441848366,"gpt":0.2074237405498712,"spread":0.2009237161313875,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009923583,0.0002523598,0.0003491009,0.0001226089,0.0004113085,0.00021436,0.0003180285,0.0001203295,0.0002869098],"category_scores_gemma":[0.00002650036,0.0001941693,0.0001003497,0.00007729486,0.00007591201,0.0003759667,0.00005143103,0.0001877716,0.000002186468],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003616191,"about_ca_system_score_gemma":0.00002550489,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000062675,"about_ca_topic_score_gemma":0.0003617828,"domain_scores_codex":[0.9988921,0.00002453813,0.0003118525,0.0002216524,0.0003309028,0.0002189253],"domain_scores_gemma":[0.9990479,0.00004424765,0.0002008883,0.0005250825,0.0001240103,0.0000578572],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0002279767,0.00002286335,0.002942754,0.0001454652,0.000717081,0.000008393606,0.004740791,0.9304522,0.03109736,0.02839945,0.0007729965,0.0004726955],"study_design_scores_gemma":[0.004611376,0.0004029746,0.5406862,0.0001769671,0.0007435904,0.00006380019,0.001368745,0.2921538,0.09133598,0.06510475,0.00159918,0.001752586],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9531502,0.0006365147,0.04015455,0.0001614943,0.0004474397,0.0002770891,0.00005063356,0.000298435,0.004823627],"genre_scores_gemma":[0.9946395,0.00004564763,0.004797851,0.00005001933,0.0001490321,0.000006160788,0.0001424089,0.00003464961,0.0001346972],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6382983,"threshold_uncertainty_score":0.7917994,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2047029006","doi":"10.1016/j.apm.2011.07.007","title":"Natural frequencies of rectangular Mindlin plates coupled with stationary fluid","year":2011,"lang":"en","type":"article","venue":"Applied Mathematical Modelling","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":85,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Bernoulli's principle; Plate theory; Boundary value problem; Vibration; Normal mode; Free surface; Velocity potential; Mathematics; Mechanics; Mathematical analysis; Work (physics); Geometry; Surface (topology); Boundary (topology); Bending of plates; Materials science; Physics; Acoustics; Composite material; Bending","retraction":null,"screen_n_in":null,"score":{"opus":0.01206776479600161,"gpt":0.169609473725271,"spread":0.1575417089292694,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006223677,0.0001281329,0.0002285021,0.0000672907,0.00003085505,0.000009636638,0.00008383825,0.00004728302,0.0001194947],"category_scores_gemma":[0.000002674743,0.00009927218,0.0000389166,0.000146872,0.00003642961,0.00005890778,0.000009781796,0.00008462715,0.00000649701],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001799566,"about_ca_system_score_gemma":0.000006813815,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005220436,"about_ca_topic_score_gemma":0.000001648827,"domain_scores_codex":[0.9993282,0.000003818601,0.0002638057,0.0001163007,0.0001571601,0.0001307438],"domain_scores_gemma":[0.9996643,0.00006307583,0.00004119848,0.0001493589,0.00004774307,0.00003434007],"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":[0.00002584955,0.0000191378,0.000004512565,0.0001196798,0.00009595347,0.00000177548,0.001650248,0.9408883,0.01404206,0.0429606,0.000005418628,0.0001864425],"study_design_scores_gemma":[0.000122275,0.00001334734,0.00000582729,0.00003148207,0.00006419181,0.00000282526,0.0001189557,0.946393,0.0196789,0.03344489,0.000002146212,0.0001221203],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2666366,0.0001370589,0.7283454,0.000002055772,0.00001266486,0.0001068722,0.000001627755,0.00007167014,0.004686105],"genre_scores_gemma":[0.7459823,0.00001308862,0.2539394,0.000004872555,0.00001118813,0.000009085596,0.00001399583,0.00001832725,0.00000766323],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.4793458,"threshold_uncertainty_score":0.4048202,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2981507623","doi":"10.1016/j.ijmecsci.2019.105283","title":"Stability analysis of multifunctional smart sandwich plates with graphene nanocomposite and porous layers","year":2019,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Graphene; Porosity; Thermal stability; Nanocomposite; Piezoelectricity; Core (optical fiber); Nanotechnology","retraction":null,"screen_n_in":null,"score":{"opus":0.006459139391098771,"gpt":0.2191619249370901,"spread":0.2127027855459914,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003484976,0.00007651782,0.0002296629,0.0003141751,0.00002805372,0.00004650453,0.0002171396,0.00003000347,0.0002144694],"category_scores_gemma":[0.00001490966,0.00005135408,0.0001049019,0.0005192891,0.00005737576,0.0002103298,0.0000247997,0.00007819138,4.299696e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003189819,"about_ca_system_score_gemma":0.00002005554,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000317736,"about_ca_topic_score_gemma":0.00008074264,"domain_scores_codex":[0.9989054,0.0000217686,0.0003300956,0.0001112865,0.0005534191,0.00007799549],"domain_scores_gemma":[0.9993522,0.0001152159,0.0001585978,0.00005319894,0.0002714833,0.00004935121],"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":[0.000208789,0.00006736401,0.1478243,0.00001118577,0.00308778,0.000008125392,0.0002011763,0.7446826,0.09785563,0.002081634,0.00001876596,0.003952668],"study_design_scores_gemma":[0.00092034,0.000465484,0.1006973,0.00006112947,0.000729493,0.0000807223,0.0002241008,0.866903,0.02866723,0.0009155365,0.0001193424,0.0002162957],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9796509,0.0001341645,0.01962341,0.0001002705,0.0002512751,0.00003312207,0.000007872011,0.000007221247,0.0001917558],"genre_scores_gemma":[0.9939419,0.0000563748,0.005945603,0.0000200585,0.00002616976,3.126883e-7,0.000003853248,0.000002878258,0.000002876147],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1222204,"threshold_uncertainty_score":0.234829,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1987315143","doi":"10.1016/j.oceaneng.2009.12.001","title":"Vibration analysis of rectangular Mindlin plates on elastic foundations and vertically in contact with stationary fluid by the Ritz method","year":2009,"lang":"en","type":"article","venue":"Ocean Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Ritz method; Boundary value problem; Vibration; Mathematical analysis; Displacement (psychology); Timoshenko beam theory; Mathematics; Fourier series; Beam (structure); Geometry; Boundary (topology); Plate theory; Cartesian coordinate system; Structural engineering; Engineering; Physics; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.002481340820178517,"gpt":0.1993235586891774,"spread":0.1968422178689989,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008065195,0.00009773266,0.0001670835,0.0002465063,0.00002547751,0.00002564863,0.00004416879,0.00003046935,0.0000107443],"category_scores_gemma":[0.0000240401,0.00007586311,0.0000319731,0.0006623958,0.000005403512,0.0000892926,0.000003224675,0.00007452435,1.753329e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003631851,"about_ca_system_score_gemma":0.000004566608,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006299872,"about_ca_topic_score_gemma":0.00001552315,"domain_scores_codex":[0.9995089,0.00001437376,0.000182377,0.0001036093,0.0001018103,0.00008891706],"domain_scores_gemma":[0.9996665,0.0001604128,0.0000210537,0.0001024512,0.00002490753,0.00002464925],"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":[0.00001109214,0.000007903534,0.0002822355,0.000006354125,0.0001846059,8.115035e-7,0.0001922804,0.9798785,0.01765544,0.0006675965,0.00001918325,0.001094034],"study_design_scores_gemma":[0.0001410402,0.00005782776,0.03742577,0.00001950959,0.0002452441,0.000001084897,0.00002049202,0.9594319,0.002523045,0.00002136805,0.00002925787,0.00008347089],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5201315,0.0001343262,0.4794523,0.00006355399,0.00001350899,0.00007031326,0.00000852977,0.00003437432,0.00009166524],"genre_scores_gemma":[0.9891637,0.00002015331,0.01068979,0.00001921001,0.000009076062,0.000001301759,0.0000841655,0.000009365527,0.000003248956],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4690322,"threshold_uncertainty_score":0.3093608,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1996634181","doi":"10.1007/s00707-003-0035-4","title":"Thermomechanical postbuckling analysis of functionally graded plates and shallow cylindrical shells","year":2003,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Materials science; Solid mechanics; Boundary value problem; Material properties; Buckling; Functionally graded material; Deflection (physics); Shell (structure); Composite material; Volume fraction; Transverse plane; Mechanics; Structural engineering; Mathematics; Classical mechanics; Mathematical analysis; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.005343739972761796,"gpt":0.184538702237327,"spread":0.1791949622645652,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001573003,0.0001540044,0.0003674913,0.0002736815,0.00004915066,0.00002826722,0.0001022587,0.0001163387,0.0005053708],"category_scores_gemma":[0.00004421484,0.0001398351,0.0001773408,0.000802559,0.00001171745,0.00008167481,0.0000237894,0.0001252291,0.00000197077],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002611082,"about_ca_system_score_gemma":0.000009822223,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000008216532,"about_ca_topic_score_gemma":0.00003754037,"domain_scores_codex":[0.9990656,0.00003921571,0.0003135321,0.0002227093,0.0001905282,0.0001684499],"domain_scores_gemma":[0.9994654,0.0001189517,0.00005539874,0.0002242085,0.00005717058,0.0000788586],"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":[0.00007391236,0.0001392508,0.002005618,0.00007592046,0.008719179,0.0000113726,0.0004855409,0.1625833,0.7619839,0.0578729,0.0001398497,0.005909256],"study_design_scores_gemma":[0.0005093826,0.0001079168,0.005554013,0.00001918672,0.002960835,0.00001247379,0.00007931843,0.9604228,0.02657706,0.002731954,0.000581398,0.0004437258],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.900801,0.0005176617,0.09537335,0.00008446869,0.0002137865,0.0001473645,0.00001580143,0.0001530263,0.002693544],"genre_scores_gemma":[0.9966894,0.0001562428,0.003020929,0.00003632146,0.00001898622,0.000003129112,0.00003541425,0.00002026422,0.00001933765],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7978395,"threshold_uncertainty_score":0.570231,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2047285210","doi":"10.1006/jsvi.2000.3078","title":"SPECTRAL-ELEMENT-BASED SOLUTIONS FOR WAVE PROPAGATION ANALYSIS OF MULTIPLY CONNECTED UNSYMMETRIC LAMINATED COMPOSITE BEAMS","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Finite element method; Transverse plane; Frequency domain; Displacement field; Displacement (psychology); Beam (structure); Wavenumber; Degrees of freedom (physics and chemistry); Rotation (mathematics); Structural engineering; Mathematical analysis; Geometry; Mathematics; Physics; Engineering; Optics","retraction":null,"screen_n_in":null,"score":{"opus":0.01049088182537381,"gpt":0.2169300740204997,"spread":0.2064391921951259,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001600182,0.00008778399,0.0002494832,0.0006030115,0.00009218265,0.00004989126,0.00003468515,0.0000462968,0.00007262058],"category_scores_gemma":[0.00001416355,0.00007717527,0.0001436938,0.001026559,0.00001650794,0.0002038598,0.000002367426,0.00005880354,1.753123e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004623709,"about_ca_system_score_gemma":0.00001128998,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000495676,"about_ca_topic_score_gemma":0.00002657412,"domain_scores_codex":[0.9992198,0.00002511119,0.0004471812,0.0000711037,0.0001339581,0.0001028223],"domain_scores_gemma":[0.9994281,0.00006983157,0.0001846404,0.00006043721,0.0002196038,0.00003741423],"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":[0.00006097037,0.00004057198,0.0008547338,0.00003266774,0.0006576101,4.694183e-7,0.0001664483,0.9609028,0.02920275,0.0001939471,0.00002100334,0.007866032],"study_design_scores_gemma":[0.0006763249,0.000130501,0.02662928,0.0000144483,0.001153883,0.000002205632,0.00003394043,0.9623659,0.008726845,0.0001268845,0.00005815528,0.00008157933],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5075707,0.0001314249,0.4920349,0.00004245073,0.00003206226,0.00009827325,0.00001783307,0.00001248964,0.00005995206],"genre_scores_gemma":[0.9896064,0.00006155475,0.01005475,0.00001437422,0.00005199605,0.000001414276,0.0001928286,0.00000789304,0.000008797812],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4820357,"threshold_uncertainty_score":0.3147116,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2006283133","doi":"10.2514/1.41368","title":"Transient Hyperbolic Heat Conduction in a Functionally Graded Hollow Cylinder","year":2010,"lang":"en","type":"article","venue":"Journal of Thermophysics and Heat Transfer","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of New Brunswick","funders":"","keywords":"Thermal conduction; Cylinder; Mechanics; Heat flux; Materials science; Laplace transform; Transient (computer programming); Heat transfer; Thermal; Heat equation; Physics; Thermodynamics; Mathematical analysis; Geometry; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.005607987627013215,"gpt":0.1869913575554552,"spread":0.181383369928442,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008258312,0.0001113233,0.0002212887,0.0001212967,0.00003573696,0.00003130341,0.00005059062,0.00006687282,0.00004834655],"category_scores_gemma":[8.906097e-7,0.00008949837,0.0001261037,0.000152588,0.00002060205,0.0001579278,0.000001664318,0.0003332284,5.787639e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001726596,"about_ca_system_score_gemma":0.00001382351,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001158014,"about_ca_topic_score_gemma":0.00005914628,"domain_scores_codex":[0.9994001,0.00001301297,0.0002635506,0.00007534828,0.0001429858,0.0001050097],"domain_scores_gemma":[0.9997939,0.00001416916,0.000004929406,0.00006811575,0.00005972369,0.00005912254],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0000503779,0.00004704468,0.0003234911,0.00002040173,0.0001002523,0.000005228724,0.0006746294,0.1016944,0.8934911,0.0005401151,0.00001994312,0.003032982],"study_design_scores_gemma":[0.01462871,0.00113532,0.4368425,0.000333775,0.001456625,0.0008432637,0.0006027481,0.3527607,0.170484,0.0114948,0.007343474,0.002074161],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9901698,0.0002272278,0.008611089,0.0001898765,0.0004260594,0.00005462562,0.00000214756,0.00001026221,0.0003088637],"genre_scores_gemma":[0.9992471,0.0002484228,0.0001741016,0.00005223504,0.0002523599,0.000001180437,0.000002870219,0.00001648928,0.000005185828],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7230071,"threshold_uncertainty_score":0.3649637,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2014577915","doi":"10.1016/j.compstruct.2012.09.058","title":"Hygrothermal stresses in one-dimensional functionally graded piezoelectric media in constant magnetic field","year":2012,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":74,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of New Brunswick","funders":"","keywords":"Lorentz force; Piezoelectricity; Mechanics; Materials science; Material properties; Homogeneity (statistics); Magnetic field; Functionally graded material; Classical mechanics; Mathematical analysis; Physics; Composite material; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.00800373723099101,"gpt":0.1967714942942695,"spread":0.1887677570632785,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007164603,0.0002318903,0.000295207,0.0004523459,0.00004742479,0.00003969473,0.0001467107,0.0001201772,0.0005911415],"category_scores_gemma":[0.00001890423,0.0002249746,0.00006748281,0.0005755588,0.00003129533,0.0001679044,0.00003451822,0.000295799,0.000005993178],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008985837,"about_ca_system_score_gemma":0.0000178699,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005779639,"about_ca_topic_score_gemma":0.0004152206,"domain_scores_codex":[0.9987295,0.00005294587,0.0003653032,0.0001930706,0.0002565148,0.0004026656],"domain_scores_gemma":[0.9994669,0.0001813446,0.00004001192,0.0001809332,0.00003362472,0.0000971629],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0002445887,0.0001580877,0.2333154,0.0001369791,0.0001420662,0.0000429096,0.001483769,0.5775696,0.134137,0.007062062,0.0008392845,0.04486824],"study_design_scores_gemma":[0.001884143,0.0001300005,0.8856241,0.0001109939,0.0001085844,0.00007161158,0.0000482962,0.0843254,0.02142687,0.004995195,0.0003375138,0.0009373613],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9915,0.004755373,0.001280009,0.00005556595,0.000462799,0.0001687859,0.00001069134,0.00009247754,0.001674295],"genre_scores_gemma":[0.9977238,0.00006916041,0.001769384,0.0001319015,0.0001924975,0.000009114398,0.00006779868,0.0000267998,0.000009551294],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6523086,"threshold_uncertainty_score":0.9174198,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2620845622","doi":"10.1016/j.actaastro.2017.05.039","title":"Numerical simulation of the fluid-solid interaction for CNT reinforced functionally graded cylindrical shells in thermal environments","year":2017,"lang":"en","type":"article","venue":"Acta Astronautica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Flutter; Materials science; Shell (structure); Aerodynamics; Mechanics; Material properties; Boundary value problem; Buckling; Mach number; Nonlinear system; Composite material; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01019578483988555,"gpt":0.2472378130639832,"spread":0.2370420282240977,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006045676,0.0001014357,0.0001465554,0.00004329526,0.0001041289,0.00003233344,0.0001769876,0.00005896448,0.00008254216],"category_scores_gemma":[0.0000480698,0.00008005536,0.0001018493,0.00004397309,0.00003021423,0.0001729706,0.00003534351,0.0001061779,0.000002433616],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008103291,"about_ca_system_score_gemma":0.000008125498,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006560458,"about_ca_topic_score_gemma":0.000003181584,"domain_scores_codex":[0.9993243,0.00001680124,0.0002582806,0.0001170876,0.0001497461,0.0001338197],"domain_scores_gemma":[0.9994862,0.00007165262,0.00009954479,0.0002997124,0.00001540385,0.00002747969],"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":[0.00004589546,0.00001116025,0.001000367,0.00000592447,0.00003496531,9.48461e-8,0.00005294531,0.9610139,0.03522279,0.00005830988,0.00001503466,0.002538657],"study_design_scores_gemma":[0.0003284534,0.00002809929,0.1424862,0.00001213329,0.00003158476,3.934174e-7,0.000006741648,0.8490588,0.007339498,0.00002256175,0.0006201763,0.00006535836],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8418462,0.00001143093,0.1558286,0.0002977554,0.0004600826,0.0003943126,0.000008820953,0.00002622308,0.001126534],"genre_scores_gemma":[0.9991966,0.000002232289,0.000598031,0.00001538905,0.00007104628,0.00001006131,0.00002728352,0.00001355278,0.00006576349],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1573504,"threshold_uncertainty_score":0.3264563,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2398777276","doi":"10.1016/j.ijnonlinmec.2016.05.003","title":"Damping for large-amplitude vibrations of plates and curved panels, Part 1: Modeling and experiments","year":2016,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Vibration; Boundary value problem; Laser Doppler vibrometer; Nonlinear system; Isotropy; Amplitude; Physics; Mechanics; Mathematical analysis; Acoustics; Mathematics; Optics; Laser","retraction":null,"screen_n_in":null,"score":{"opus":0.02265102266880592,"gpt":0.2796206968999476,"spread":0.2569696742311416,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001479355,0.00007412559,0.0001435077,0.0001139689,0.00002642848,0.0000270428,0.00009224174,0.00003326996,0.00001582871],"category_scores_gemma":[0.00003924068,0.00005635333,0.00005278015,0.0000284314,0.000004541996,0.000207641,0.00002732482,0.00004133365,1.671051e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002452373,"about_ca_system_score_gemma":0.00001177327,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001563114,"about_ca_topic_score_gemma":0.000004023835,"domain_scores_codex":[0.9993668,0.000007191627,0.0003379551,0.00006716695,0.0001487097,0.00007218691],"domain_scores_gemma":[0.9994445,0.00005524387,0.0001167323,0.00004791559,0.0003018288,0.0000338065],"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":[0.0002010941,0.0001022783,0.0004038733,0.0000724272,0.001579409,0.000007182848,0.002417526,0.5403886,0.4277059,0.00964723,0.000179888,0.01729457],"study_design_scores_gemma":[0.0006630993,0.00003682816,0.00001775529,0.0001010535,0.00003480895,0.00001251154,0.00006870251,0.9833578,0.01410976,0.001133816,0.0003974026,0.00006646161],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1037688,0.0002558697,0.895398,0.0001047976,0.0003783174,0.00004663317,0.00002909585,0.000006539674,0.00001203717],"genre_scores_gemma":[0.9797476,0.0004744291,0.01951811,0.00002216079,0.000208855,0.000001660972,0.000008306291,0.00001208547,0.00000681016],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8759788,"threshold_uncertainty_score":0.2298022,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2068890635","doi":"10.1016/j.compstruc.2010.09.008","title":"Modeling thick composite laminate and sandwich structures with linear viscoelastic damping","year":2011,"lang":"en","type":"article","venue":"Computers & Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke; National Research Council Canada","funders":"","keywords":"Orthotropic material; Viscoelasticity; Finite element method; Materials science; Boundary value problem; Shearing (physics); Composite number; Composite material; Structural engineering; Mathematical analysis; Mathematics; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.009475692044789404,"gpt":0.1931757777333835,"spread":0.1837000856885941,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00004814033,0.0003693578,0.0003732504,0.0002069086,0.0001964936,0.0001170092,0.0002369552,0.0001113135,0.00003518877],"category_scores_gemma":[0.000003756333,0.0002923585,0.00006412071,0.0002370756,0.00007598391,0.0001944968,0.00009073286,0.0002855741,0.000001190847],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003383346,"about_ca_system_score_gemma":0.00001141339,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005743748,"about_ca_topic_score_gemma":0.00004175949,"domain_scores_codex":[0.9987695,0.00003368475,0.0002947437,0.0003706859,0.0002057812,0.0003255637],"domain_scores_gemma":[0.999413,0.00003426761,0.0000515558,0.0002954714,0.00007969829,0.000125983],"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":[0.00003924032,0.000003965435,0.0009458054,0.00008292955,0.0002053744,0.00001523088,0.001712922,0.9897407,0.001284958,0.001202269,0.00003150632,0.00473514],"study_design_scores_gemma":[0.0004138279,0.00006234358,0.01072414,0.00006281502,0.0001398092,0.00006989419,0.00005542173,0.9842274,0.001447239,0.00235167,0.00003863983,0.0004067678],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5613257,0.0005263467,0.4371464,0.00000782928,0.0002472316,0.0001138938,0.00000508356,0.0002282214,0.0003993101],"genre_scores_gemma":[0.9218146,0.00005965476,0.07781307,0.00007014448,0.0001514726,0.00000260532,0.00003245072,0.00005174294,0.000004334207],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3604889,"threshold_uncertainty_score":0.9999529,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2077828192","doi":"10.1115/1.1481037","title":"Interfacial Thermal Stresses in Bimaterial Elastic Beams: Modified Beam Models Revisited","year":2002,"lang":"en","type":"article","venue":"Journal of Electronic Packaging","topic":"Composite Structure Analysis and Optimization","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":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mechanics; Materials science; Shear stress; Shear (geology); Stress (linguistics); Boundary value problem; Beam (structure); Thermal; Composite material; Physics; Thermodynamics; Optics; Mathematics; Mathematical analysis","retraction":null,"screen_n_in":null,"score":{"opus":0.008194634379974643,"gpt":0.1979258850529911,"spread":0.1897312506730165,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001376621,0.0001516427,0.0003101912,0.000329464,0.00003438473,0.0000728243,0.0001603452,0.00005411049,0.0001237915],"category_scores_gemma":[0.00001517508,0.0001341813,0.0001018362,0.0002975107,0.00001168669,0.000364905,0.00001633672,0.0003315099,0.000002190223],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000229989,"about_ca_system_score_gemma":0.0000166274,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003923709,"about_ca_topic_score_gemma":0.000008323418,"domain_scores_codex":[0.99887,0.00003044687,0.0004875696,0.00009567204,0.0001798345,0.0003364972],"domain_scores_gemma":[0.999626,0.00002890541,0.0001313896,0.0001042177,0.0000611638,0.00004830642],"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":[0.00002588904,0.00001783631,0.0001096789,0.00001736354,0.0000825558,0.000009957016,0.0003055266,0.9729652,0.02427592,0.0001221698,0.00007240874,0.00199546],"study_design_scores_gemma":[0.0006751137,0.00008726424,0.0002716648,0.0001254352,0.0000767989,0.00003942259,0.00002971,0.9918275,0.006063063,0.000548225,0.00008373181,0.000172049],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.942995,0.002687493,0.05304983,0.00003847215,0.0002017878,0.00005244751,0.000002107372,0.00003266745,0.0009402052],"genre_scores_gemma":[0.9990118,0.00044652,0.0002267715,0.0000146695,0.0002642705,8.514731e-7,0.00000308339,0.00002290159,0.000009147871],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05601679,"threshold_uncertainty_score":0.5471754,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2045323427","doi":"10.1007/s00707-014-1297-8","title":"Effect of carbon nanotube waviness on active damping of laminated hybrid composite shells","year":2015,"lang":"en","type":"article","venue":"Acta Mechanica","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Waviness; Materials science; Constrained-layer damping; Composite material; Carbon nanotube; Composite number; Transverse plane; Vibration; Structural engineering; Vibration control; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.005237242253471131,"gpt":0.2119084374606999,"spread":0.2066711952072287,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001647392,0.0001549864,0.0003661675,0.0001295089,0.00001443534,0.000007810222,0.0001518623,0.00005548373,0.00001331506],"category_scores_gemma":[0.00003948506,0.0001351294,0.0000798342,0.0002547402,0.00001093673,0.00006089655,0.00003853078,0.00009733926,0.00000102355],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006537456,"about_ca_system_score_gemma":0.00001004573,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000366383,"about_ca_topic_score_gemma":0.000003976535,"domain_scores_codex":[0.9992185,0.00007049393,0.0002373604,0.0001459294,0.0001961302,0.0001316355],"domain_scores_gemma":[0.9993656,0.0001222553,0.00008908117,0.000272519,0.00009705761,0.00005348861],"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":[0.0002118055,0.00002678462,0.00003309567,0.0001319913,0.0002105033,0.000004193226,0.000277261,0.05510325,0.9360033,0.00008769819,0.0000907944,0.007819303],"study_design_scores_gemma":[0.0004104986,0.0002861654,0.00006683885,0.0000728699,0.0001066081,0.000002181042,0.00001174662,0.155814,0.84305,0.00002802485,0.00004285631,0.0001081696],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9945756,0.00005012955,0.001248425,0.00001388908,0.0002104421,0.0001526253,0.00001251728,0.00006439593,0.003671952],"genre_scores_gemma":[0.9996741,0.00001540287,0.0001950665,0.000005721447,0.00002700958,0.000003574873,0.00004025719,0.00002522508,0.00001358365],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1007108,"threshold_uncertainty_score":0.5510417,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1993990714","doi":"10.1016/j.compstruct.2014.08.021","title":"Effect of structural parameters on design of variable-stiffness composite cylinders made by fiber steering","year":2014,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Stiffness; Structural engineering; Bending stiffness; Cylinder; Composite number; Materials science; Aspect ratio (aeronautics); Bending; RADIUS; Finite element method; Specific modulus; Composite material; Mathematics; Engineering; Computer science; Geometry","retraction":null,"screen_n_in":null,"score":{"opus":0.004774000298743167,"gpt":0.2088828532338342,"spread":0.204108852935091,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002036031,0.0004763301,0.000818719,0.0002608933,0.0001026182,0.00005576256,0.0004046772,0.000181327,0.00009134158],"category_scores_gemma":[0.00003282218,0.0004047776,0.0001845619,0.0003991445,0.0001178286,0.0001188746,0.00005641518,0.0002743659,0.000002310567],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006749522,"about_ca_system_score_gemma":0.000008067042,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004349319,"about_ca_topic_score_gemma":8.061368e-7,"domain_scores_codex":[0.998031,0.000261277,0.0006012692,0.0003574786,0.000393833,0.0003551851],"domain_scores_gemma":[0.9983814,0.0006983717,0.0002131868,0.000508534,0.0000826871,0.0001157617],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002032843,0.00000431778,0.0003978136,0.0002312704,0.0002200828,5.85638e-7,0.0000877643,0.7290505,0.2610088,0.0001882248,0.0001160829,0.008491355],"study_design_scores_gemma":[0.001269569,0.0004406628,0.006230057,0.0001326901,0.0003351491,0.00001113294,0.000005381457,0.4843043,0.5062072,0.0004571431,0.00009030828,0.0005163608],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9115875,0.000305678,0.08645929,0.00000684678,0.000384641,0.000370799,0.00005570773,0.0001474071,0.0006821039],"genre_scores_gemma":[0.9848571,0.000008733556,0.01483547,0.00002557482,0.0000538696,0.000006790621,0.0001285881,0.00006608491,0.0000178024],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2451985,"threshold_uncertainty_score":0.9998404,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2080566142","doi":"10.1016/j.ijmecsci.2003.09.014","title":"Free vibration of beams with finite mass rigid tip load and flexural–torsional coupling","year":2003,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Added mass; Bending stiffness; Flexural rigidity; Beam (structure); Stiffness; Vibration; Deflection (physics); Torsional vibration; Structural engineering; Physics; Rigidity (electromagnetism); Mechanics; Timoshenko beam theory; Materials science; Classical mechanics; Optics; Engineering; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.007363763064953251,"gpt":0.2251484906585818,"spread":0.2177847275936285,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003679956,0.00006622476,0.0001205564,0.0001052832,0.00003996103,0.00005869536,0.0002351158,0.00003001991,0.00009512901],"category_scores_gemma":[0.00009874246,0.00004540565,0.00004334176,0.0001568627,0.00005000251,0.0002736466,0.00001511999,0.00008165042,3.49286e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004349681,"about_ca_system_score_gemma":0.00004705928,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005022349,"about_ca_topic_score_gemma":0.000009296483,"domain_scores_codex":[0.9989043,0.0000122512,0.0002795148,0.00007640895,0.0006558446,0.00007171859],"domain_scores_gemma":[0.9993984,0.00009778179,0.000141368,0.00004368955,0.0002707878,0.00004804959],"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":[0.00003561339,0.00001755579,0.0007532488,0.000005388021,0.0001022468,0.000006604938,0.00006263735,0.9488218,0.03510874,0.01404292,0.00006243575,0.0009807767],"study_design_scores_gemma":[0.0009558334,0.0003846449,0.001100271,0.0001526942,0.00006557115,0.0001210658,0.0001312271,0.9150276,0.06367823,0.01728801,0.0008985924,0.0001962112],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4974558,0.0003243164,0.50033,0.000342012,0.0005827755,0.00003996379,0.000007824451,0.00001172182,0.0009055539],"genre_scores_gemma":[0.9711475,0.00007555418,0.02866705,0.00002714132,0.00007164299,2.891094e-7,0.000001104247,0.000003402588,0.00000626869],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.4736918,"threshold_uncertainty_score":0.1851589,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2043996690","doi":"10.1016/j.compstruct.2005.07.018","title":"Vibration analysis of tapered composite beams using a higher-order finite element. Part I: Formulation","year":2005,"lang":"en","type":"article","venue":"Composite Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Finite element method; Classification of discontinuities; Structural engineering; Vibration; Beam (structure); Parametric statistics; Curvature; Stress (linguistics); Stiffness; Materials science; Engineering; Mathematics; Mathematical analysis; Geometry; Physics; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.01068840428864568,"gpt":0.2377011397301681,"spread":0.2270127354415224,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00007541045,0.0003272245,0.0005752387,0.0007067302,0.0001723527,0.0001058223,0.0002072587,0.0001382825,0.0005568186],"category_scores_gemma":[0.000005490078,0.0003205799,0.0002806804,0.001738348,0.00003735579,0.0003753241,0.00005003394,0.0001490054,0.000002495781],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001342713,"about_ca_system_score_gemma":0.00001305678,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004134949,"about_ca_topic_score_gemma":0.00008256551,"domain_scores_codex":[0.9982538,0.00005337651,0.0007311242,0.0003092959,0.0003588342,0.0002936274],"domain_scores_gemma":[0.9990077,0.00006439994,0.0002210835,0.000413184,0.0002039671,0.0000896393],"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":[0.0000252506,0.00001398308,0.002368395,0.00002657689,0.001187542,5.471116e-7,0.000238585,0.8811775,0.1112871,0.0005704026,0.00006848184,0.00303555],"study_design_scores_gemma":[0.0003974696,0.00002697176,0.03044064,0.00001860701,0.001747929,0.000001596474,0.000009434363,0.9437296,0.02144784,0.0001902381,0.001660767,0.000328882],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7159272,0.0006611635,0.2812708,0.00006011306,0.0003211302,0.000267161,0.00009405927,0.0002190507,0.0011793],"genre_scores_gemma":[0.9531502,0.00003925928,0.04551587,0.00009350153,0.0002465502,0.000004389095,0.0008857189,0.00003843977,0.00002608669],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.237223,"threshold_uncertainty_score":0.9999246,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2743287513","doi":"10.1016/j.cma.2017.07.036","title":"Postbuckling analysis of smart FG-CNTRC annular sector plates with surface-bonded piezoelectric layers using generalized differential quadrature method","year":2017,"lang":"en","type":"article","venue":"Computer Methods in Applied Mechanics and Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Piezoelectricity; Materials science; Boundary value problem; Deflection (physics); Material properties; Nonlinear system; Volume fraction; Composite material; Nyström method; Mechanics; Mathematical analysis; Classical mechanics; Mathematics; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01124008132838887,"gpt":0.2646155133302748,"spread":0.2533754320018859,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0004231141,0.0003337158,0.0008392234,0.0005705843,0.0001187753,0.0001645993,0.000246559,0.0001743971,0.00001046746],"category_scores_gemma":[0.000009206196,0.0003102591,0.0001326545,0.0007343737,0.000007958868,0.00008619909,0.00009933714,0.0002819264,5.279474e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006380174,"about_ca_system_score_gemma":0.00001089849,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003835206,"about_ca_topic_score_gemma":0.00002102612,"domain_scores_codex":[0.9987133,0.00004816743,0.0003979967,0.0003628275,0.0001611277,0.0003165859],"domain_scores_gemma":[0.9991564,0.0001100679,0.0001442003,0.0004512765,0.00004967771,0.0000884393],"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":[0.00002267719,0.000007022459,0.00008487995,0.00006440391,0.0008121444,0.000002898273,0.0001720301,0.8164022,0.1734171,0.002567123,6.693774e-7,0.006446844],"study_design_scores_gemma":[0.0005074361,0.00002463901,0.0004337542,0.00003649195,0.0007525588,0.000003916694,0.000009231082,0.9760824,0.02159629,0.0001925283,0.00002082219,0.0003399326],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.2043433,0.0002564444,0.7949893,0.00000314318,0.0001853559,0.0001298092,0.000005471242,0.00006963655,0.0000174726],"genre_scores_gemma":[0.4599092,0.00005063845,0.5399516,0.000003757051,0.0000384823,0.00000255935,0.0000118254,0.00003123443,6.64441e-7],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.2555659,"threshold_uncertainty_score":0.999935,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2052106483","doi":"10.1177/1077546314543726","title":"Smart damping of fuzzy fiber reinforced composite plates using 1--3 piezoelectric composites","year":2014,"lang":"en","type":"article","venue":"Journal of Vibration and Control","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":60,"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":"Materials science; Composite material; Constrained-layer damping; Waviness; Carbon nanotube; Composite number; Transverse plane; Piezoelectricity; Fiber; Fiber-reinforced composite; Vibration; Finite element method; Structural engineering; Vibration control; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.00387097375877635,"gpt":0.1900885012033567,"spread":0.1862175274445803,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001387667,0.00009314225,0.000282443,0.0001965098,0.00005906566,0.00005507538,0.00005415218,0.00004480519,0.00002324854],"category_scores_gemma":[0.00001386965,0.00007963185,0.00008095166,0.0001537765,0.00001465075,0.0002280962,0.000005353615,0.00009464387,4.694226e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002021078,"about_ca_system_score_gemma":0.000009207895,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004203254,"about_ca_topic_score_gemma":0.000001526695,"domain_scores_codex":[0.9992632,0.00003530803,0.0004364694,0.00005083198,0.0001294559,0.00008469345],"domain_scores_gemma":[0.9994417,0.0000813162,0.0002296117,0.00006314016,0.0001356418,0.00004857762],"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":[0.00004115396,0.000003638597,0.0005500983,0.00002359988,0.0001077736,5.730649e-7,0.000076783,0.6533839,0.3408892,0.0002493982,0.00002469419,0.004649295],"study_design_scores_gemma":[0.0008828659,0.00008988349,0.001357617,0.0000487486,0.0001365712,0.00003573782,0.000007675877,0.9823214,0.01478266,0.00007310349,0.0001794599,0.00008431534],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4435551,0.0004362549,0.5550823,0.00006257849,0.00007840262,0.00005799449,0.000001299301,0.0000148775,0.0007112439],"genre_scores_gemma":[0.9953475,0.00004146223,0.004414057,0.00007373607,0.00009909455,2.461962e-7,0.000003863739,0.00000918164,0.0000108651],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5517924,"threshold_uncertainty_score":0.3247293,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1971353580","doi":"10.1016/j.ijnonlinmec.2014.10.003","title":"Non-linear static bending and forced vibrations of rectangular plates retaining non-linearities in rotations and thickness deformation","year":2014,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Qatar National Research Fund; Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs; National Research Foundation","keywords":"Rotary inertia; Equations of motion; Vibration; Mechanics; Boundary value problem; Finite element method; Kinematics; Deflection (physics); Transverse plane; Inertia; Classical mechanics; Geometry; Mathematics; Physics; Structural engineering; Mathematical analysis; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.006930566252743554,"gpt":0.2396064914160775,"spread":0.2326759251633339,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004779879,0.0001451951,0.0002978461,0.000521642,0.00006114505,0.00006362368,0.0001521613,0.00008550366,0.00001145565],"category_scores_gemma":[0.0001260197,0.0001402798,0.00006654248,0.0002137832,0.00001943727,0.0005219285,0.00004124931,0.0002291655,5.686135e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000657643,"about_ca_system_score_gemma":0.00003193775,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002206128,"about_ca_topic_score_gemma":0.00004798012,"domain_scores_codex":[0.9986926,0.00002816479,0.0007333924,0.0001038869,0.0003182086,0.000123706],"domain_scores_gemma":[0.9989883,0.0001510036,0.000306085,0.00008679718,0.0004164922,0.00005134855],"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":[0.00004913292,0.000020974,0.0008798958,0.00008436201,0.0001951037,0.000005686531,0.002829584,0.9677297,0.02282655,0.001417729,0.00001805839,0.00394321],"study_design_scores_gemma":[0.0007386363,0.00008638792,0.0008108246,0.0002322165,0.00006053142,0.00005847721,0.0004987266,0.9902304,0.005836898,0.001275164,0.00004559485,0.0001260806],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4435212,0.00006150974,0.5559009,0.00009521517,0.0002412822,0.00007700488,0.000009842371,0.000009422642,0.00008364367],"genre_scores_gemma":[0.9558036,0.0002782295,0.04364062,0.00003876918,0.0001648485,0.000002803027,0.00004428293,0.00002132808,0.000005497705],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5122824,"threshold_uncertainty_score":0.5720446,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2040386322","doi":"10.1006/jsvi.1999.2527","title":"FREE VIBRATION AND BUCKLING OF IN-PLANE LOADED PLATES WITH ROTATIONAL ELASTIC EDGE SUPPORT","year":2000,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Ottawa","funders":"","keywords":"Buckling; Vibration; Enhanced Data Rates for GSM Evolution; Structural engineering; Superposition principle; Displacement (psychology); Geometry; Plane (geometry); Eigenvalues and eigenvectors; Materials science; Range (aeronautics); Mathematics; Physics; Engineering; Mathematical analysis; Composite material; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.004047992329384567,"gpt":0.18838652166891,"spread":0.1843385293395255,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006835357,0.0000615961,0.0001276423,0.0001183134,0.00002730085,0.00004079494,0.00002478495,0.00003314607,0.00008436562],"category_scores_gemma":[0.000005291304,0.00004938051,0.00001480211,0.00010139,0.00001496847,0.0003536665,0.000002574879,0.00006773049,1.921133e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001145463,"about_ca_system_score_gemma":0.00001094606,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002793525,"about_ca_topic_score_gemma":0.00002685711,"domain_scores_codex":[0.999525,0.00000928469,0.0002630978,0.00004719665,0.0001063143,0.00004915678],"domain_scores_gemma":[0.9997792,0.00003525008,0.0000821136,0.00003220557,0.00004508548,0.00002618706],"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":[0.0002005047,0.00002762375,0.01669716,0.00009150955,0.00009849048,0.000007195602,0.001462925,0.9226799,0.04924124,0.0004028392,0.00005107652,0.009039509],"study_design_scores_gemma":[0.004498766,0.001042087,0.3283927,0.0002955236,0.000299583,0.0004178357,0.0004319969,0.6252798,0.03068223,0.008012916,0.0001869942,0.0004596068],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9566924,0.000154334,0.04287297,0.00003973693,0.00002296686,0.00003495986,0.000003669163,0.000004725705,0.0001742404],"genre_scores_gemma":[0.9964907,0.000107994,0.003288461,0.00001142788,0.00006919797,2.922408e-7,0.00001973464,0.000005388332,0.000006757618],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3116955,"threshold_uncertainty_score":0.2013679,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2086891174","doi":"10.1016/j.jsv.2013.02.015","title":"Theory and experiments for nonlinear vibrations of imperfect rectangular plates with free edges","year":2013,"lang":"en","type":"article","venue":"Journal of Sound and Vibration","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":56,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Università degli Studi di Napoli Federico II","keywords":"Nonlinear system; Vibration; Mathematical analysis; Mathematics; Numerical continuation; Normal mode; Chebyshev polynomials; Discretization; Numerical analysis; Geometry; Bifurcation; Physics; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.0052866995627709,"gpt":0.2136644068325944,"spread":0.2083777072698235,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007096907,0.00005528057,0.000112039,0.00006616736,0.00004360877,0.00005190919,0.00002651524,0.00002698345,0.00001546724],"category_scores_gemma":[0.00001569969,0.00003864149,0.00002429924,0.0000487133,0.00001707117,0.0003187989,0.000004896628,0.00003287332,6.271205e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00000629948,"about_ca_system_score_gemma":0.000005109293,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001636949,"about_ca_topic_score_gemma":0.000003664646,"domain_scores_codex":[0.9996887,0.00001210508,0.0001648424,0.00003815915,0.00005472008,0.00004149609],"domain_scores_gemma":[0.9997054,0.00005962131,0.00007799517,0.00004504937,0.00008691329,0.00002497532],"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":[0.0002753556,0.00006457298,0.005093926,0.0002233415,0.0007215603,0.000001046102,0.004915127,0.06543031,0.903679,0.004389666,0.0006480301,0.01455803],"study_design_scores_gemma":[0.003548617,0.00178395,0.01563699,0.0002098987,0.0005194086,0.0001007549,0.002369445,0.4833918,0.455175,0.03649396,0.0002953988,0.0004747847],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7701522,0.0006436174,0.2290157,0.00002919329,0.00003197279,0.00007430704,0.000003487942,0.000004979525,0.00004452484],"genre_scores_gemma":[0.9805543,0.0001044867,0.01922276,0.00001009353,0.00008771934,0.000001807457,0.000006878643,0.000007155232,0.000004816568],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.448504,"threshold_uncertainty_score":0.1575754,"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":"W2072368359","doi":"10.1016/j.ijnonlinmec.2013.08.006","title":"A non-linear higher-order thickness stretching and shear deformation theory for large-amplitude vibrations of laminated doubly curved shells","year":2013,"lang":"en","type":"article","venue":"International Journal of Non-Linear Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Research Chairs","keywords":"Curvilinear coordinates; Traction (geology); Transverse plane; Materials science; Vibration; Deformation (meteorology); Shell (structure); Mechanics; Geometry; Inertia; Linear elasticity; Classical mechanics; Physics; Structural engineering; Composite material; Mathematics; Finite element method; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.00843324946598554,"gpt":0.2514805209538767,"spread":0.2430472714878912,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004725931,0.0001657718,0.0002849288,0.0002900089,0.0000627213,0.00008385397,0.0002590867,0.0001137456,0.0001301558],"category_scores_gemma":[0.00005604079,0.0001445989,0.0001362229,0.0001865902,0.000009463507,0.0006205501,0.00004813576,0.0002109557,0.000003738674],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000670739,"about_ca_system_score_gemma":0.00004095862,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001227797,"about_ca_topic_score_gemma":0.000007839854,"domain_scores_codex":[0.9986539,0.00003115588,0.0006978398,0.0001115015,0.0003513821,0.0001542596],"domain_scores_gemma":[0.9980158,0.0001250425,0.0003268919,0.0001201895,0.001350253,0.00006182755],"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":[0.0001634772,0.0001530365,0.000125656,0.0001477053,0.001159274,0.000005007839,0.001674254,0.8878532,0.08690904,0.01292199,0.0004104462,0.008476908],"study_design_scores_gemma":[0.0010776,0.0000806708,0.0004776919,0.00009369523,0.00009385392,0.0000232969,0.0001458036,0.9863611,0.0079252,0.003244495,0.0003317394,0.000144815],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1164887,0.00009896467,0.8821122,0.0002111146,0.0007206774,0.0002122592,0.00003503284,0.0000205462,0.0001005117],"genre_scores_gemma":[0.9491423,0.0001281728,0.05020896,0.00008429771,0.0002912122,0.000007584259,0.00008044165,0.00003082232,0.0000262445],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8326536,"threshold_uncertainty_score":0.5896574,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2064923357","doi":"10.1115/1.4025529","title":"Multiphysics of Multilayered and Functionally Graded Cylinders Under Prescribed Hygrothermomagnetoelectromechanical Loading","year":2013,"lang":"en","type":"article","venue":"Journal of Applied Mechanics","topic":"Composite Structure Analysis and Optimization","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":"McGill University","funders":"","keywords":"Multiphysics; Cylinder; Materials science; Mechanics; Rotational symmetry; Steady state (chemistry); Composite material; Finite element method; Geometry; Physics; Mathematics; Thermodynamics","retraction":null,"screen_n_in":null,"score":{"opus":0.004393874522204083,"gpt":0.1665432370452035,"spread":0.1621493625229994,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001095874,0.0001495759,0.0003197124,0.0001413288,0.00003414743,0.00003200788,0.0001103504,0.00009593063,0.00006664486],"category_scores_gemma":[0.000006627041,0.0001319645,0.0001048745,0.0001813582,0.00001001771,0.0001293593,0.00002078165,0.0002149506,0.00000164698],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005200535,"about_ca_system_score_gemma":0.00001634193,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000394048,"about_ca_topic_score_gemma":0.000003174095,"domain_scores_codex":[0.9990353,0.00001138509,0.0004551819,0.0001014589,0.0002415126,0.0001551384],"domain_scores_gemma":[0.9993917,0.00005167082,0.0002049538,0.0001105875,0.0001531835,0.00008791177],"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":[0.00004943739,0.00002706554,0.000002157102,0.00003447971,0.00020114,7.326332e-7,0.0001500912,0.1879818,0.7941034,0.007865069,0.00005670058,0.009527846],"study_design_scores_gemma":[0.001150861,0.0001535679,0.0002041838,0.00002307633,0.0001729457,0.00001990736,0.0002047626,0.9020215,0.07538036,0.02044081,0.00003239267,0.0001955933],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3791705,0.000181262,0.6198252,0.00003417109,0.0001920365,0.0002362571,0.000001930903,0.00003681371,0.0003217363],"genre_scores_gemma":[0.9823932,0.00009565776,0.01735658,0.00003475465,0.0000807092,0.000003671154,0.000001929051,0.00002866476,0.000004842079],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7187231,"threshold_uncertainty_score":0.5381357,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2960808259","doi":"10.1016/j.ijmecsci.2019.105028","title":"Polarization effects on wave propagation characteristics of piezoelectric coupled laminated fiber-reinforced composite cylindrical shells","year":2019,"lang":"en","type":"article","venue":"International Journal of Mechanical Sciences","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":54,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba; Research Manitoba","keywords":"Piezoelectricity; Materials science; Rotary inertia; Poling; Polarization (electrochemistry); Composite material; Transverse plane; Composite number; Wave propagation; Piezoelectric coefficient; Inertia; Structural engineering; Classical mechanics; Optics; Physics; Dielectric; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.005067351831981353,"gpt":0.2174491094300568,"spread":0.2123817575980754,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003107922,0.0001060437,0.0002457345,0.0003072665,0.00003114493,0.0000651393,0.0002968635,0.00006911567,0.0001547371],"category_scores_gemma":[0.00009230511,0.00008175877,0.0001035286,0.0004010766,0.00002217259,0.0002145224,0.00002333022,0.0001564473,0.0000112609],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001017444,"about_ca_system_score_gemma":0.00003293253,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003041811,"about_ca_topic_score_gemma":4.444862e-7,"domain_scores_codex":[0.9984772,0.00004036172,0.0005122799,0.0001076049,0.0007479198,0.0001146759],"domain_scores_gemma":[0.9989837,0.0001812876,0.0003220313,0.00006380427,0.0003967434,0.00005238309],"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":[0.0002109517,0.00007572577,0.001113557,0.00005322511,0.0002941847,0.00001967435,0.0001088696,0.2499421,0.6609719,0.008957211,0.00003042039,0.07822216],"study_design_scores_gemma":[0.000448997,0.0004665157,0.005473709,0.0001170909,0.00003928054,0.00002444545,0.00000406905,0.9090061,0.08405064,0.0001985716,0.00006760893,0.0001029894],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9040836,0.00001917964,0.09403013,0.0001629149,0.0008451891,0.0001317474,0.000003669913,0.00001959053,0.0007039374],"genre_scores_gemma":[0.9975026,0.00002659279,0.002211224,0.00004607905,0.0001306632,5.892535e-7,0.0000158176,0.000007166117,0.00005923061],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6590639,"threshold_uncertainty_score":0.3334026,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2053477294","doi":"10.2514/2.991","title":"Higher-Order Finite Element for Sandwich Plates","year":2000,"lang":"en","type":"article","venue":"AIAA Journal","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":51,"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":"Finite element method; Structural engineering; Order (exchange); Materials science; Mathematics; Geometry; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.004926474455573913,"gpt":0.20634062679017,"spread":0.201414152334596,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00005782405,0.00008231192,0.0001021505,0.00005207611,0.00009939526,0.00007484638,0.00006896751,0.00003221571,0.004490612],"category_scores_gemma":[0.000002414069,0.00006941023,0.00007048021,0.000107622,0.000004769594,0.00008335739,0.000003323013,0.00009577441,0.0000176792],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002888552,"about_ca_system_score_gemma":0.000006440847,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001609462,"about_ca_topic_score_gemma":0.000004277714,"domain_scores_codex":[0.99952,0.000006472769,0.0001801371,0.00005970781,0.00008578989,0.0001478829],"domain_scores_gemma":[0.9997906,0.0000276704,0.00002050227,0.00006301924,0.00004744956,0.00005072293],"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":[0.00001410872,0.000006852732,0.0002534341,0.000006676898,0.0001194952,0.000002300603,0.00009050069,0.9283879,0.0004681346,0.0001094753,0.008125828,0.06241525],"study_design_scores_gemma":[0.0009632903,0.00009247452,0.001569289,0.00002364137,0.000114523,0.00002725196,0.00001254312,0.5224225,0.001222891,0.001514694,0.4717988,0.0002381122],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4574815,0.007282971,0.4881738,0.002267558,0.002434107,0.0005642211,0.00004844354,0.0004307189,0.04131669],"genre_scores_gemma":[0.9865987,0.0006625468,0.01086174,0.0001442232,0.0005623656,0.000004222095,0.0000219684,0.00002235288,0.00112189],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5291172,"threshold_uncertainty_score":0.9964194,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3011786625","doi":"10.1177/1099636220908707","title":"Temperature effect on free vibration response of a smart multifunctional sandwich plate","year":2020,"lang":"en","type":"article","venue":"Journal of Sandwich Structures & Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":51,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Graphene; Composite material; Nanocomposite; Stiffness; Smart material; Natural frequency; Plate theory; Porosity; Vibration; Smart polymer; Material properties; Sandwich-structured composite; Core (optical fiber); Polymer; Nanotechnology; Acoustics","retraction":null,"screen_n_in":null,"score":{"opus":0.004905179716315442,"gpt":0.2079407616529976,"spread":0.2030355819366822,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003580823,0.0002542994,0.0006164201,0.0002035858,0.00006370078,0.0001047773,0.0002332556,0.000164283,0.0004239765],"category_scores_gemma":[0.000244373,0.0001839625,0.0001728936,0.0002397093,0.00002493317,0.0001961232,0.00003078239,0.0002167049,0.000002210925],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000478601,"about_ca_system_score_gemma":0.00003545844,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002932628,"about_ca_topic_score_gemma":0.00000208798,"domain_scores_codex":[0.9983107,0.0002100952,0.0007593479,0.0001479145,0.0004171422,0.0001548004],"domain_scores_gemma":[0.9989989,0.0001760018,0.0003474962,0.0001908959,0.0001735937,0.0001131557],"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":[0.004542954,0.000006449565,0.0001576678,0.0001189206,0.0002444866,0.00001295772,0.0002721195,0.08141787,0.9104817,0.00002579957,0.002459892,0.0002591793],"study_design_scores_gemma":[0.001825492,0.001047637,0.02650912,0.00009943509,0.0001886218,0.00006545889,0.0000198424,0.001472841,0.9681662,0.0001541784,0.0002476549,0.0002035159],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9974966,0.0002441987,0.0008028582,0.0002191679,0.0009184756,0.0001417325,0.00009596552,0.00004653779,0.00003443926],"genre_scores_gemma":[0.9969887,0.0000402661,0.002076723,0.0001489486,0.0006816906,0.00000170487,0.00002620752,0.00003157981,0.000004232508],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07994502,"threshold_uncertainty_score":0.7501773,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4285593325","doi":"10.1088/1402-4896/ac8187","title":"Nonlinear dynamic buckling and vibration of thermally post-buckled temperature-dependent FG porous nanobeams based on the nonlocal theory","year":2022,"lang":"en","type":"article","venue":"Physica Scripta","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":50,"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":"Buckling; Nonlinear system; Vibration; Chebyshev polynomials; Discretization; Ritz method; Materials science; Trigonometric functions; Structural engineering; Mechanics; Mathematical analysis; Physics; Mathematics; Composite material; Geometry; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.002515694322135436,"gpt":0.1748840415651738,"spread":0.1723683472430383,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000177643,0.0001538045,0.0001803556,0.00007535092,0.000179576,0.00004686531,0.0001724624,0.00002917529,0.00009653028],"category_scores_gemma":[0.00001092512,0.0001162008,0.00007941623,0.0002188152,0.00002919099,0.00007443519,0.00005244574,0.0002324761,0.000001563935],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000533007,"about_ca_system_score_gemma":0.00002072897,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001480849,"about_ca_topic_score_gemma":0.00001178859,"domain_scores_codex":[0.9991098,0.0001097802,0.0001904187,0.0001817418,0.0002742932,0.0001339469],"domain_scores_gemma":[0.9995162,0.00005417938,0.00006023278,0.0002873963,0.00005396093,0.00002802598],"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":[0.00007402548,0.00006422382,0.00001927367,0.0000194671,0.00007161035,0.00000216223,0.0005027827,0.5903946,0.4055458,0.0009363285,0.00006622681,0.002303449],"study_design_scores_gemma":[0.000241368,0.0001134668,0.0004574545,0.00001124633,0.00006024311,0.000002023766,0.0002413581,0.985792,0.01267094,0.0001429949,0.0001281625,0.0001387079],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9868522,0.0002516348,0.01050704,0.0006202701,0.000403097,0.0003368771,0.00008950743,0.0001273708,0.0008119554],"genre_scores_gemma":[0.998897,0.00000839698,0.0004678514,0.0003550633,0.00005763057,0.00001845764,0.000106766,0.00003223083,0.00005663913],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3953974,"threshold_uncertainty_score":0.473853,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2944342467","doi":"10.1177/1099636219848282","title":"Determination of thermoelastic stress wave propagation in nanocomposite sandwich plates reinforced by clusters of carbon nanotubes","year":2019,"lang":"en","type":"article","venue":"Journal of Sandwich Structures & Materials","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Materials science; Thermoelastic damping; Nanocomposite; Composite material; Volume fraction; Carbon nanotube; Stiffness; Stress (linguistics); Thermal","retraction":null,"screen_n_in":null,"score":{"opus":0.003059451344869958,"gpt":0.1922906814702045,"spread":0.1892312301253346,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002033019,0.0002054917,0.0006443529,0.0003592299,0.00001665726,0.00004074827,0.000159679,0.0001352402,0.00008523779],"category_scores_gemma":[0.00002332918,0.0001609339,0.00009189726,0.0002112153,0.00002821201,0.0002174036,0.0000252964,0.0001036952,1.928944e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007120447,"about_ca_system_score_gemma":0.00002388389,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003311942,"about_ca_topic_score_gemma":0.00001012444,"domain_scores_codex":[0.9982318,0.00007449636,0.001093533,0.0001149377,0.0003248584,0.0001603765],"domain_scores_gemma":[0.9988632,0.00007283781,0.0006739763,0.0001528931,0.0001990494,0.00003802833],"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":[0.0001799492,0.000006640301,0.0009966098,0.0003657424,0.00007931655,0.000002167405,0.0005679938,0.08896626,0.9081458,0.0000218303,0.000009270304,0.0006583573],"study_design_scores_gemma":[0.0009755509,0.0001544582,0.0104387,0.0003505788,0.0001060293,0.00002640825,0.00007193058,0.02941624,0.9581979,0.0001001272,0.00000434492,0.0001577171],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9978053,0.0003334668,0.000950458,0.000007217251,0.0005062189,0.0002358815,0.00003569873,0.00001315161,0.0001126046],"genre_scores_gemma":[0.9984339,0.0001146391,0.001304078,0.000004374681,0.00006879818,0.000001579657,0.00003877127,0.00002428649,0.000009558576],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05955001,"threshold_uncertainty_score":0.6562692,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}