{"meta":{"query_hash":"1568130de244","filters":{"venue":"Journal of mechanics of materials and structures"},"cohort_total":36,"direct_labels_cover":0,"predictions_cover":36,"exported":36,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/1568130de244","api":"https://metacan.xera.ac/api/v1/cohort?venue=Journal+of+mechanics+of+materials+and+structures"},"results":[{"id":"W1464155132","doi":"10.2140/jomms.2015.10.105","title":"","year":2015,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science","score_opus":0.025654747612757794,"score_gpt":0.2780153549289835,"score_spread":0.25236060731622567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1464155132","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99436605,0.0014390841,0.0010869328,0.00005916087,0.0028523149,0.000110205,0.000020152687,0.000062761006,0.000003342956],"genre_scores_gemma":[0.9759531,0.00061252614,0.022927243,0.00001723559,0.0004592587,0.0000013505219,6.7853756e-7,0.000028322498,3.1280567e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981301,0.00007155788,0.001043042,0.000090908354,0.0004216897,0.00024270942],"domain_scores_gemma":[0.99866086,0.000055741177,0.0004832678,0.00017031874,0.00036373132,0.0002660802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00091362983,0.00021690088,0.0006810019,0.00019830182,0.00003263984,0.00005034196,0.00029318672,0.00016539783,0.0000037584514],"category_scores_gemma":[0.00016750074,0.0001644756,0.00005507376,0.00008166711,0.000025224428,0.00029510853,0.00006161601,0.0001741153,3.132536e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00057492236,0.000009135484,0.00013849472,0.0007408246,0.0001320448,0.000039873823,0.0015446432,0.003270251,0.96917754,0.01373697,0.0004360523,0.0101992665],"study_design_scores_gemma":[0.00070219213,0.00054469093,0.0033262344,0.00011097941,0.000033338914,0.0004857196,0.00028473153,0.00014223662,0.8192223,0.1749219,0.000077780234,0.00014791182],"about_ca_topic_score_codex":0.000030474948,"about_ca_topic_score_gemma":0.0000017853991,"teacher_disagreement_score":0.16118494,"about_ca_system_score_codex":0.000060185874,"about_ca_system_score_gemma":0.000045425346,"threshold_uncertainty_score":0.670712},"labels":[],"label_agreement":null},{"id":"W1970785325","doi":"10.2140/jomms.2010.5.391","title":"Elastic buckling capacity of bonded and unbonded sandwich pipes under external hydrostatic pressure","year":2010,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Materials science; Hydrostatic pressure; Buckling; Structural engineering; Hydrostatic equilibrium; Composite material; Engineering; Mechanics; Physics","score_opus":0.00811546182851948,"score_gpt":0.2145076678187275,"score_spread":0.20639220599020802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1970785325","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964748,0.00078337797,0.0018141078,0.000035474466,0.00076707697,0.00005770528,0.00005177675,0.000008025407,0.00000762944],"genre_scores_gemma":[0.99544615,0.00029396103,0.004130731,0.000009087603,0.00010291523,3.6895932e-7,8.7869654e-7,0.000012042489,0.0000038518083],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988403,0.000045090314,0.00064270076,0.000099128985,0.0002391739,0.00013362523],"domain_scores_gemma":[0.9991931,0.00011540197,0.00033117377,0.00011985665,0.00015849946,0.00008201453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036260934,0.00016332473,0.0005668397,0.00012216679,0.000044139,0.0000472061,0.00013843375,0.00018606895,0.0001242798],"category_scores_gemma":[0.00013869157,0.00011491448,0.00008065739,0.000059051938,0.00007988093,0.0001289112,0.000032793236,0.00030790837,6.1941215e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007021525,0.000007106329,0.00003377262,0.00041436995,0.00019246338,0.0000018171046,0.00026607004,0.00399414,0.98759663,0.0072186883,0.00000988494,0.0001948452],"study_design_scores_gemma":[0.00046409073,0.0001064363,0.002585944,0.00011097858,0.0003056253,0.00015782099,0.00015203863,0.003440425,0.82816607,0.16436838,0.00001617269,0.00012604057],"about_ca_topic_score_codex":0.00005562866,"about_ca_topic_score_gemma":0.00002816987,"teacher_disagreement_score":0.15943058,"about_ca_system_score_codex":0.0000057401585,"about_ca_system_score_gemma":0.000016701992,"threshold_uncertainty_score":0.46860766},"labels":[],"label_agreement":null},{"id":"W2001313446","doi":"10.2140/jomms.2007.2.1249","title":"Optimization of stiffened panels considering geometric nonlinearity","year":2007,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Nonlinear system; Structural engineering; Materials science; Engineering; Physics","score_opus":0.009359396853393579,"score_gpt":0.22137006510802806,"score_spread":0.2120106682546345,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2001313446","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72078246,0.00041011462,0.27839148,0.000004847575,0.00033758814,0.000036930596,0.000015128442,0.000005813867,0.000015612226],"genre_scores_gemma":[0.9537387,0.00046374454,0.04568426,0.0000049198497,0.00009267193,7.244583e-8,0.0000038895773,0.000011028362,7.5449015e-7],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99893683,0.000019292902,0.0006920451,0.000058693964,0.00019494517,0.000098187775],"domain_scores_gemma":[0.99917996,0.000060491646,0.00040287382,0.00008311987,0.00022646615,0.000047097965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044734124,0.00010501152,0.00040826405,0.0003406753,0.00002286165,0.000023664312,0.00008395169,0.000085564854,0.00008079372],"category_scores_gemma":[0.00006887051,0.00008544838,0.00005895242,0.00019463558,0.000012526207,0.00009556848,0.000022334074,0.00006432948,2.1179149e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059127677,0.0000061964556,0.000036912486,0.00012892927,0.00010134731,0.0000032625942,0.00008158597,0.60383886,0.39338547,0.0006358849,0.000007763685,0.0017146615],"study_design_scores_gemma":[0.000465648,0.000109462024,0.0019192747,0.000049840997,0.0001306693,0.000059236372,0.00006768208,0.032123324,0.96253216,0.0024085704,0.000021187969,0.00011292693],"about_ca_topic_score_codex":0.000008101882,"about_ca_topic_score_gemma":0.0000024610638,"teacher_disagreement_score":0.57171553,"about_ca_system_score_codex":0.000014445108,"about_ca_system_score_gemma":0.00001130097,"threshold_uncertainty_score":0.34844837},"labels":[],"label_agreement":null},{"id":"W2007110656","doi":"10.2140/jomms.2009.4.693","title":"Nonlinear dynamic response of an accelerating composite rotor blade using perturbations","year":2009,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Aeroelasticity and Vibration Control","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Nonlinear system; Blade (archaeology); Composite number; Rotor (electric); Helicopter rotor; Materials science; Structural engineering; Control theory (sociology); Engineering; Computer science; Mechanical engineering; Composite material; Physics; Artificial intelligence","score_opus":0.012928482645711437,"score_gpt":0.248775504378101,"score_spread":0.23584702173238956,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007110656","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9723773,0.000124545,0.027119076,0.000030096278,0.00022495037,0.00006541026,0.000049202896,0.0000078386975,0.0000015819821],"genre_scores_gemma":[0.9711822,0.000026684767,0.028667875,0.000020486408,0.00009141353,1.632898e-7,0.000002217491,0.000008200186,7.3518396e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999184,0.000069715,0.00048860564,0.000047752215,0.00013128543,0.0000786078],"domain_scores_gemma":[0.9994517,0.000057195204,0.00026796202,0.00006732898,0.000109497414,0.000046324487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026964134,0.00009005783,0.00028520054,0.00009102297,0.00004640345,0.00003991991,0.000087783264,0.00006927467,0.000027051403],"category_scores_gemma":[0.00006932549,0.00007500148,0.000036480586,0.000038115108,0.00000875145,0.00020399818,0.00000814587,0.000071524024,3.7080557e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032807843,0.000011706853,0.0000010206574,0.00003076131,0.000025519035,0.0000020706177,0.00020601807,0.03426624,0.9643144,0.00042852404,0.0000018520186,0.00038378002],"study_design_scores_gemma":[0.000526821,0.0004119666,0.0014253856,0.00006799822,0.000047308415,0.00006297201,0.00010115635,0.2516896,0.7434503,0.0021300996,0.000004645903,0.00008172788],"about_ca_topic_score_codex":0.0000017758127,"about_ca_topic_score_gemma":0.0000014093736,"teacher_disagreement_score":0.22086413,"about_ca_system_score_codex":0.000013281741,"about_ca_system_score_gemma":0.000023794866,"threshold_uncertainty_score":0.30584717},"labels":[],"label_agreement":null},{"id":"W2039333849","doi":"10.2140/jomms.2008.3.1549","title":"An anisotropic heterogeneous beam with overspecified boundary conditions","year":2008,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Contact Mechanics and Variational Inequalities","field":"Computer Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Beam (structure); Anisotropy; Boundary (topology); Physics; Mathematical analysis; Mathematics; Optics","score_opus":0.02070455546980303,"score_gpt":0.24976155006440293,"score_spread":0.22905699459459988,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2039333849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9372607,0.00019300793,0.061881028,0.00009821447,0.0004483686,0.00005350925,0.00004831777,0.000009211265,0.00000763553],"genre_scores_gemma":[0.9900766,0.00020247995,0.009488031,0.000090519985,0.000126259,7.822427e-7,0.0000033636074,0.0000069645976,0.0000050133162],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990199,0.000057918787,0.00038620358,0.0001186407,0.0003012128,0.00011612014],"domain_scores_gemma":[0.99898404,0.000040461884,0.00045002808,0.00018775028,0.00025483526,0.00008288009],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019102365,0.0001129841,0.00029170504,0.000103124024,0.0001391409,0.00010707193,0.00031056532,0.000054307176,0.000059189864],"category_scores_gemma":[0.000014809028,0.000081981336,0.000041458392,0.000054690638,0.000013146466,0.0003812781,0.000048099882,0.000062534404,1.9277799e-7],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007654109,0.00003067261,0.0000094602765,0.000016633934,0.00005524753,0.000050592364,0.00039882172,0.00010425593,0.22045076,0.7787026,0.00003814226,0.00006626186],"study_design_scores_gemma":[0.0015263332,0.0028035655,0.0028882339,0.000058034737,0.000048203667,0.0030892019,0.00015608239,0.00074998575,0.60449284,0.38335955,0.0005207213,0.0003072832],"about_ca_topic_score_codex":0.000019848392,"about_ca_topic_score_gemma":0.0000043711525,"teacher_disagreement_score":0.39534307,"about_ca_system_score_codex":0.00001583832,"about_ca_system_score_gemma":0.00012578018,"threshold_uncertainty_score":0.3343102},"labels":[],"label_agreement":null},{"id":"W2047581384","doi":"10.2140/jomms.2007.2.131","title":"Experimental evaluation of two multiphase constitutive models applicable to metal matrix composites under nonproportional variable amplitude loading","year":2007,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Metal Forming Simulation Techniques","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba","keywords":"Materials science; Amplitude; Composite material; Matrix (chemical analysis); Constitutive equation; Metal; Variable (mathematics); Structural engineering; Finite element method; Engineering; Mathematical analysis; Metallurgy; Physics; Mathematics; Optics","score_opus":0.029896197117957716,"score_gpt":0.33114851596887634,"score_spread":0.30125231885091863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2047581384","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6994197,0.00028801995,0.29981655,0.0000018151827,0.00019437364,0.00018168327,0.00003013794,0.00001155432,0.0000561911],"genre_scores_gemma":[0.89642644,0.0000057782604,0.10349179,0.000007856779,0.000048323243,0.0000023095006,0.000004799018,0.000011382771,0.0000013084579],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99860126,0.000031606363,0.0007071699,0.000082891675,0.00045852974,0.00011853883],"domain_scores_gemma":[0.9991487,0.000052535754,0.00032285557,0.00008266137,0.00032534075,0.00006789208],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015410114,0.00012345618,0.00036236184,0.00017512972,0.00003514747,0.000024154408,0.000094724935,0.000062954234,0.00011317472],"category_scores_gemma":[0.00002949605,0.00010559238,0.000045725184,0.000071029106,0.000021394837,0.00020954524,0.00003119432,0.00005767432,1.764615e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007636445,0.000016834994,0.0000015922435,0.000033940356,0.00006317877,5.65282e-7,0.000072698094,0.17573896,0.6961735,0.12772264,0.0000065984573,0.00009316925],"study_design_scores_gemma":[0.00060833263,0.00008899029,0.000013687719,0.00004365503,0.00007406058,0.00002396097,0.00008341384,0.020063533,0.84115326,0.13776079,0.0000050700583,0.00008123691],"about_ca_topic_score_codex":0.000018786079,"about_ca_topic_score_gemma":6.813404e-7,"teacher_disagreement_score":0.19700679,"about_ca_system_score_codex":0.000060496055,"about_ca_system_score_gemma":0.000033216736,"threshold_uncertainty_score":0.43059322},"labels":[],"label_agreement":null},{"id":"W2053744929","doi":"10.2140/jomms.2007.2.613","title":"Asymptotic homogenization model for three-dimensional network reinforced composite structures","year":2007,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Material Mechanics","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Homogenization (climate); Composite number; Materials science; Asymptotic homogenization; Composite material; Structural engineering; Engineering","score_opus":0.009565125851699339,"score_gpt":0.21453990958012165,"score_spread":0.20497478372842232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2053744929","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.67103755,0.00028681528,0.32690728,0.000009100059,0.0015149761,0.00017026576,0.000047895905,0.000021743213,0.000004393214],"genre_scores_gemma":[0.9602912,0.000032960157,0.03916335,0.000026319403,0.00042511005,0.0000010607606,0.000014417297,0.00004219615,0.0000033897484],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99849594,0.000017550727,0.0008413376,0.000109126595,0.00027095847,0.0002650643],"domain_scores_gemma":[0.99904567,0.000078100114,0.00039827387,0.00013829568,0.00024115767,0.00009850841],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005671834,0.00021871862,0.0005039686,0.00013218416,0.00007860182,0.000065502776,0.00018694812,0.0001668307,0.000025441383],"category_scores_gemma":[0.00003288266,0.00018582176,0.00008514194,0.00007384139,0.000013839922,0.00012947388,0.00005579353,0.00009064,1.2363984e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002828777,0.0000020459552,0.0000015460997,0.00012394003,0.00006766452,0.0000022515767,0.000040376308,0.41268486,0.5564235,0.029790977,0.00008629006,0.0004936787],"study_design_scores_gemma":[0.0007597237,0.0001839005,0.00013684161,0.00007700427,0.00010138813,0.00010267787,0.0000062594063,0.3446164,0.53034055,0.1234496,0.00002939341,0.00019625452],"about_ca_topic_score_codex":0.0000030788497,"about_ca_topic_score_gemma":0.000008028858,"teacher_disagreement_score":0.28925365,"about_ca_system_score_codex":0.000035791385,"about_ca_system_score_gemma":0.000025672369,"threshold_uncertainty_score":0.75775915},"labels":[],"label_agreement":null},{"id":"W2055939908","doi":"10.2140/jomms.2011.6.169","title":"Media with semiholonomic internal structure","year":2011,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Geotechnical and Geomechanical Engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Business","score_opus":0.007034652307009017,"score_gpt":0.16793426925315208,"score_spread":0.16089961694614308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055939908","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97701734,0.00026933468,0.022025319,0.000008689035,0.0005486208,0.000040519357,0.000034571585,0.000022290296,0.00003329955],"genre_scores_gemma":[0.99090004,0.00011393451,0.008847393,0.000010258474,0.00010698178,3.505562e-7,8.7765847e-7,0.000019146108,0.0000010432929],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99924636,0.0000116160945,0.00039860394,0.000070107344,0.00013665516,0.00013664819],"domain_scores_gemma":[0.99958575,0.000024416715,0.00014880436,0.00009477947,0.000057468602,0.00008877005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013627857,0.00014316036,0.0003667922,0.00008471969,0.000012658719,0.000015410362,0.0001804434,0.00010968445,0.00019341553],"category_scores_gemma":[0.000027743197,0.00009419987,0.000039878527,0.000042135332,0.000016387614,0.0000912263,0.000035082634,0.00016323765,2.4963788e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002613273,0.0000105385625,0.000008840551,0.00023150092,0.00017632631,0.000038452778,0.00039275552,0.00785687,0.9738117,0.0132942805,0.000063248684,0.0038541835],"study_design_scores_gemma":[0.0005817374,0.00033724765,0.00049476087,0.00015010279,0.000057892048,0.00044916733,0.00006958287,0.00039304278,0.951223,0.045854025,0.000198769,0.00019066152],"about_ca_topic_score_codex":0.0000065727922,"about_ca_topic_score_gemma":0.0000036306067,"teacher_disagreement_score":0.032559745,"about_ca_system_score_codex":0.000009453494,"about_ca_system_score_gemma":0.000008691954,"threshold_uncertainty_score":0.38413593},"labels":[],"label_agreement":null},{"id":"W2057133219","doi":"10.2140/jomms.2011.6.31","title":"Generalized thermoelastic waves in cylinders due to localized heating","year":2011,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Thermoelastic and Magnetoelastic Phenomena","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Lakehead University","funders":"","keywords":"Thermoelastic damping; Materials science; Mechanics; Acoustics; Composite material; Structural engineering; Thermal; Physics; Engineering; Thermodynamics","score_opus":0.014009508832892596,"score_gpt":0.2064394151338986,"score_spread":0.192429906301006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2057133219","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9751572,0.0003179647,0.02352179,0.000008188887,0.0007578708,0.00008725251,0.000013296581,0.000011987693,0.00012442931],"genre_scores_gemma":[0.99056566,0.0000792026,0.009217268,0.000026409027,0.00008444774,0.000001547256,5.0546976e-7,0.00002270416,0.000002247849],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989504,0.000048320067,0.0005934515,0.00008233494,0.00014434983,0.00018114952],"domain_scores_gemma":[0.999557,0.00005640775,0.00015600206,0.000086467495,0.00004650888,0.0000976036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003030159,0.00015204382,0.0004913808,0.00015617498,0.000018285755,0.000017430955,0.00014087897,0.00007475017,0.00023540432],"category_scores_gemma":[0.00007869676,0.00011593121,0.000038870843,0.00006496893,0.000015504787,0.00006901196,0.00003405589,0.00008708853,5.9084226e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00064673385,0.000028297452,0.000014511936,0.00025353133,0.00013525313,0.000059493104,0.0038042902,0.0097332075,0.9519503,0.02882251,0.00004022677,0.0045116604],"study_design_scores_gemma":[0.0047182846,0.0012797139,0.0069941576,0.00053106155,0.00018409643,0.00045790782,0.0016753623,0.006173251,0.67012405,0.30707127,0.000093670016,0.00069720915],"about_ca_topic_score_codex":0.0000260214,"about_ca_topic_score_gemma":0.000007679292,"teacher_disagreement_score":0.28182626,"about_ca_system_score_codex":0.0000195313,"about_ca_system_score_gemma":0.00001959333,"threshold_uncertainty_score":0.47275376},"labels":[],"label_agreement":null},{"id":"W2059608564","doi":"10.2140/jomms.2008.3.1811","title":"Finite element simulation of strain rate effects on localized unstable pseudoelastic response of shape memory alloys","year":2008,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Finite element method; Materials science; Pseudoelasticity; Shape-memory alloy; Strain (injury); Strain rate; Structural engineering; Element (criminal law); Mechanics; Metallurgy; Engineering; Physics; Medicine; Microstructure; Martensite","score_opus":0.017009045776571724,"score_gpt":0.25547237190064637,"score_spread":0.23846332612407464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2059608564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99185795,0.000087674576,0.007009928,0.000039791863,0.0005517436,0.00023514713,0.0002044064,0.0000066988514,0.0000066428074],"genre_scores_gemma":[0.9973935,0.0000880681,0.0023975477,0.000041138075,0.00005308246,0.000001821266,0.0000040587356,0.000015320433,0.0000054842553],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99746615,0.00056734274,0.001177396,0.00012947056,0.00048159598,0.00017805987],"domain_scores_gemma":[0.99725044,0.0010009035,0.0011959338,0.00017621888,0.00029976512,0.000076733355],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020999538,0.00018040766,0.0006588395,0.00022438634,0.00007511743,0.00001947219,0.00021730017,0.00010156726,0.0004665345],"category_scores_gemma":[0.00063835544,0.00013826152,0.00008913992,0.000098688964,0.000068173234,0.00021868589,0.000033460605,0.00007956908,0.0000010026454],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0037500544,0.000045090557,0.0000032734126,0.00032155088,0.000038257782,0.000012039903,0.00050903147,0.10644677,0.8879669,0.00074738375,0.000013065594,0.00014658806],"study_design_scores_gemma":[0.0018536887,0.0012679651,0.0009652636,0.0002297278,0.00008003486,0.000035004923,0.00010748522,0.005604822,0.9859414,0.0037879047,0.000013553362,0.00011312162],"about_ca_topic_score_codex":0.000006699958,"about_ca_topic_score_gemma":0.0000014686512,"teacher_disagreement_score":0.100841954,"about_ca_system_score_codex":0.000023920717,"about_ca_system_score_gemma":0.00012487805,"threshold_uncertainty_score":0.5638141},"labels":[],"label_agreement":null},{"id":"W2070703387","doi":"10.2140/jomms.2010.5.855","title":"A semianalytical solution for the bending of clamped laminated doubly curved or spherical panels","year":2010,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Bending; Materials science; Structural engineering; Composite material; Engineering","score_opus":0.012111761892612444,"score_gpt":0.24230801734126697,"score_spread":0.23019625544865452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070703387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8835571,0.00011603393,0.115482606,0.000058570833,0.0006498696,0.00009913691,0.000024563064,0.0000064739916,0.0000056945287],"genre_scores_gemma":[0.9884034,0.00014201028,0.011257199,0.0000061870487,0.00017166931,8.321545e-7,0.0000034152486,0.0000121648745,0.0000031490388],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991029,0.000023784063,0.00054070016,0.0000640734,0.00016179647,0.00010676779],"domain_scores_gemma":[0.9992463,0.00013442943,0.0003001002,0.000100732104,0.00017951608,0.00003889447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037375523,0.000107831984,0.00038175783,0.0000646743,0.000046124827,0.000038184342,0.00013723894,0.000111524016,0.000120255],"category_scores_gemma":[0.00009489427,0.00006104532,0.00009608045,0.00008803942,0.000018683502,0.00007151728,0.000021962023,0.00011728924,2.5212508e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022997576,0.0000055071537,0.0000068872755,0.00009125878,0.00016692805,8.8104775e-7,0.000108002896,0.0074443095,0.9863817,0.0037397894,0.00005069311,0.0017740432],"study_design_scores_gemma":[0.00093913946,0.00023252126,0.001217206,0.000045997804,0.00047192577,0.00007772295,0.00009439924,0.11964747,0.86976063,0.007111954,0.00025952648,0.00014147864],"about_ca_topic_score_codex":0.000007732817,"about_ca_topic_score_gemma":0.000016532174,"teacher_disagreement_score":0.11662107,"about_ca_system_score_codex":0.000009478949,"about_ca_system_score_gemma":0.000021296739,"threshold_uncertainty_score":0.2489356},"labels":[],"label_agreement":null},{"id":"W2088085117","doi":"10.2140/jomms.2012.7.783","title":"Displacement field in an elastic solid with mode-III crack and first-order surface effects","year":2012,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Material Mechanics","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Displacement (psychology); Displacement field; Mode (computer interface); Surface (topology); Field (mathematics); Structural engineering; Mechanics; Composite material; Geometry; Finite element method; Physics; Mathematics; Engineering; Computer science; Psychology","score_opus":0.004783521070050695,"score_gpt":0.22402578110040106,"score_spread":0.21924226003035036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088085117","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99276656,0.00045899898,0.0057110544,0.000019674819,0.0008943656,0.00012650536,0.00000960474,0.0000092706105,0.0000039582847],"genre_scores_gemma":[0.99646735,0.00020786667,0.003177595,0.000014559783,0.00010712007,0.00000116767,0.0000011401371,0.000022198823,9.752976e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99916387,0.000040757717,0.00036166908,0.00007698338,0.00015851753,0.00019821958],"domain_scores_gemma":[0.9995217,0.00007499099,0.00014650708,0.000103091705,0.000051018746,0.00010273812],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002366554,0.0001641815,0.00039776776,0.000069834816,0.000027459157,0.000055965495,0.00009114486,0.00008852234,0.0000344354],"category_scores_gemma":[0.000022814644,0.00012192215,0.000014713528,0.00004341763,0.0000073428105,0.00022642213,0.000046059668,0.00008874592,1.3016874e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004652556,0.000027593469,0.000099533485,0.00054658734,0.000056989855,0.000009285362,0.00062488916,0.012173874,0.98386204,0.0018823389,0.000018754743,0.00023287228],"study_design_scores_gemma":[0.0012744729,0.00089983887,0.00096941745,0.0002606447,0.000075172815,0.00012328944,0.00008195111,0.007718281,0.9851771,0.0031807157,0.00002668125,0.00021241925],"about_ca_topic_score_codex":0.000015398284,"about_ca_topic_score_gemma":0.000025919022,"teacher_disagreement_score":0.0044555934,"about_ca_system_score_codex":0.000019752695,"about_ca_system_score_gemma":0.000008104689,"threshold_uncertainty_score":0.4971841},"labels":[],"label_agreement":null},{"id":"W2095057986","doi":"10.2140/jomms.2014.9.227","title":"Bimaterial lattices with anisotropic thermal expansion","year":2014,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Cellular and Composite Structures","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Anisotropy; Materials science; Thermal expansion; Thermal; Negative thermal expansion; Composite material; Physics; Thermodynamics; Optics","score_opus":0.004221541066665812,"score_gpt":0.18324257639737254,"score_spread":0.17902103533070673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095057986","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99671173,0.00029912943,0.002096015,0.000010441104,0.0007734837,0.000038968952,0.000009362197,0.000013677028,0.000047179303],"genre_scores_gemma":[0.9973758,0.00009723823,0.0022134115,0.000010432879,0.00028238667,3.0559744e-7,0.0000016831784,0.000017561762,0.0000012140657],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993166,0.000037148227,0.00030168577,0.000063082654,0.0001701373,0.00011140002],"domain_scores_gemma":[0.9996191,0.000017784894,0.00016498085,0.0000951399,0.00005513595,0.00004780837],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001280085,0.00012935128,0.00031305698,0.00006577429,0.000032836317,0.000056476143,0.00012085353,0.000065686545,0.000085581385],"category_scores_gemma":[0.0000063611806,0.00008242757,0.00003279768,0.00002688291,0.000016857046,0.000092990405,0.000022096869,0.000060339087,1.7843108e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015779787,0.000003160343,0.000016277785,0.00012086453,0.000047894355,0.000004086674,0.00010816068,0.0016292632,0.99237555,0.004084084,0.000015486328,0.0014373696],"study_design_scores_gemma":[0.00063968817,0.00038576097,0.0019913327,0.00005352875,0.00005623322,0.00012730798,0.000039968156,0.00038086937,0.98843944,0.007556777,0.00021125609,0.00011784223],"about_ca_topic_score_codex":0.000005755774,"about_ca_topic_score_gemma":0.000001935298,"teacher_disagreement_score":0.003936119,"about_ca_system_score_codex":0.000005232383,"about_ca_system_score_gemma":0.0000078448975,"threshold_uncertainty_score":0.33612987},"labels":[],"label_agreement":null},{"id":"W2111244811","doi":"10.2140/jomms.2010.5.289","title":"A novel application of a laser Doppler vibrometer in a health monitoring system","year":2010,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Laser Doppler vibrometer; Laser scanning vibrometry; Doppler effect; Laser Doppler velocimetry; Acoustics; Materials science; Laser; Optics; Medicine; Laser beams; Physics; Radiology","score_opus":0.01257831923511695,"score_gpt":0.26872280756579714,"score_spread":0.2561444883306802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2111244811","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956384,0.00016442148,0.0026733163,0.000017418111,0.0013101127,0.00014567332,0.000024790656,0.000023494234,0.0000024266378],"genre_scores_gemma":[0.9634281,0.00009837207,0.036234096,0.0000021811682,0.00021540561,0.0000039815855,5.111552e-7,0.000017166925,2.2887666e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998792,0.000022178905,0.0007954728,0.00007193198,0.00018117062,0.00013726027],"domain_scores_gemma":[0.9992223,0.00003570386,0.0004603338,0.00013130679,0.00008705594,0.00006332867],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005195143,0.00011235219,0.0004287223,0.00019544121,0.000016725226,0.000013556402,0.00014022485,0.00011094484,0.0000035358396],"category_scores_gemma":[0.000024549914,0.00009037205,0.000032178035,0.00007861734,0.000010190895,0.0000847685,0.000025333424,0.00017227692,4.151187e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004618335,0.0000050496756,0.000122065096,0.0013758029,0.000015220011,8.384474e-7,0.00016478047,0.00023213017,0.9926989,0.002278459,0.00000711825,0.0030534414],"study_design_scores_gemma":[0.00038751366,0.00012709119,0.013586212,0.00034427232,0.000008278428,0.00015638943,0.00009285966,0.0004250062,0.9816901,0.003067581,0.000030455234,0.00008424765],"about_ca_topic_score_codex":0.00012191039,"about_ca_topic_score_gemma":0.000005987981,"teacher_disagreement_score":0.03356078,"about_ca_system_score_codex":0.000040928804,"about_ca_system_score_gemma":0.000023657336,"threshold_uncertainty_score":0.36852652},"labels":[],"label_agreement":null},{"id":"W2140518749","doi":"10.2140/jomms.2006.1.1281","title":"The shear response of metallic square honeycombs","year":2006,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Cellular and Composite Structures","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Office of Naval Research; Cambridge Commonwealth Trust; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Materials science; Square (algebra); Shear (geology); Metal; Structural engineering; Composite material; Metallurgy; Engineering; Geometry; Mathematics","score_opus":0.004397202289317058,"score_gpt":0.1912037856778907,"score_spread":0.18680658338857364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2140518749","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951558,0.003673566,0.00040409848,0.00003478575,0.00062109117,0.000052012252,0.000028042543,0.0000071594004,0.000023409155],"genre_scores_gemma":[0.99882233,0.00032114354,0.0007145997,0.0000043048635,0.00011368315,3.4985578e-7,0.0000012235655,0.0000145326885,0.000007846905],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990069,0.000083313906,0.000529097,0.00005140701,0.00021524927,0.00011399748],"domain_scores_gemma":[0.9994102,0.000094357114,0.00024120053,0.00013315056,0.00008960324,0.0000314487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045503146,0.00011678521,0.00032845995,0.00007335078,0.00004982374,0.000041336752,0.00017723482,0.00006820549,0.000036496993],"category_scores_gemma":[0.000025947178,0.000072293195,0.00008880932,0.000049521797,0.00002789443,0.00004993059,0.000028555203,0.00007934096,1.0085602e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004304422,0.0000040372533,0.000004503275,0.00007846342,0.00006593173,0.000004902,0.000057621877,0.0012481506,0.9845674,0.013045647,0.0001827259,0.0003101431],"study_design_scores_gemma":[0.00032242574,0.00015028217,0.0021677897,0.000030086212,0.000050317347,0.00010241917,0.000065110224,0.000095248535,0.9483343,0.0478584,0.00074726425,0.000076393866],"about_ca_topic_score_codex":0.000015282112,"about_ca_topic_score_gemma":0.0000031611903,"teacher_disagreement_score":0.036233168,"about_ca_system_score_codex":0.0000085488255,"about_ca_system_score_gemma":0.000014759552,"threshold_uncertainty_score":0.29480308},"labels":[],"label_agreement":null},{"id":"W2161486368","doi":"10.2140/jomms.2010.5.427","title":"Theoretical and experimental studies of beam bimorph piezoelectric power harvesters","year":2010,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Innovative Energy Harvesting Technologies","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Bimorph; Piezoelectricity; Power (physics); Beam (structure); Materials science; Acoustics; Electrical engineering; Structural engineering; Engineering; Physics; Composite material","score_opus":0.00913353558873562,"score_gpt":0.24358010911394357,"score_spread":0.23444657352520795,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2161486368","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99775785,0.001167585,0.0002618985,0.000028351747,0.0007018739,0.00003623272,0.000009564059,0.000018571418,0.000018076604],"genre_scores_gemma":[0.9944056,0.00016354099,0.0053703706,0.000007604143,0.00003759023,7.000226e-7,2.682416e-7,0.000013550624,7.5223244e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992713,0.000017578428,0.00040760185,0.00006489694,0.00013246012,0.00010618709],"domain_scores_gemma":[0.9994806,0.000065622546,0.00021809111,0.00008805324,0.00012350696,0.000024118097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032173438,0.00012270971,0.00037004423,0.00015718226,0.000023747227,0.000021446773,0.00012309376,0.00009791826,0.00003292194],"category_scores_gemma":[0.00019517154,0.0000875845,0.000024373241,0.000069549984,0.00017091124,0.00009481892,0.00006515771,0.00014332369,3.102989e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002942486,0.0000053467934,0.000009224504,0.000052038842,0.000060004077,0.0000030274139,0.00012331999,0.000034849687,0.75994205,0.23932357,0.000036775855,0.00038036463],"study_design_scores_gemma":[0.00024911587,0.00023830979,0.00031573843,0.00003682312,0.000016577165,0.00009850981,0.00032825893,0.00003294132,0.9326502,0.0659449,0.000012210844,0.00007638666],"about_ca_topic_score_codex":0.0000012115293,"about_ca_topic_score_gemma":3.6574693e-7,"teacher_disagreement_score":0.17337866,"about_ca_system_score_codex":0.000006959249,"about_ca_system_score_gemma":0.000008815379,"threshold_uncertainty_score":0.35715923},"labels":[],"label_agreement":null},{"id":"W2331501729","doi":"10.2140/jomms.2016.11.3","title":"Stress and displacement analysis of an auxetic quarter-plane under a concentrated force","year":2016,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Cellular and Composite Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Auxetics; Displacement (psychology); Materials science; Quarter (Canadian coin); Stress (linguistics); Plane (geometry); Structural engineering; Composite material; Geometry; Engineering; Mathematics; Psychology; Geography","score_opus":0.0045041505627764445,"score_gpt":0.20466214265366323,"score_spread":0.20015799209088678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2331501729","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946026,0.0005394553,0.0044044307,0.000014755069,0.00020940372,0.00004721922,0.0001707183,0.0000054392667,0.0000059855797],"genre_scores_gemma":[0.9993602,0.0003042671,0.0002776078,0.0000051662378,0.000034478955,2.8673153e-7,0.0000071492277,0.000008673216,0.000002139321],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99917626,0.000041175535,0.00043183245,0.00007804754,0.00016328547,0.00010940054],"domain_scores_gemma":[0.9995037,0.000033385128,0.0002202551,0.000104700885,0.00006544213,0.00007254583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001225579,0.000121464254,0.0004405814,0.00013753261,0.000019338184,0.000027545499,0.000094199415,0.00006321872,0.00010738072],"category_scores_gemma":[0.000005137387,0.000074640135,0.000050370247,0.000065345805,0.000024870216,0.00008112185,0.000017092038,0.000035341523,2.3941583e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001367764,0.0000075501002,0.00007299947,0.000113464936,0.0006505043,0.000004293677,0.00015588386,0.002327533,0.9918143,0.0040670726,0.000006483953,0.0006431102],"study_design_scores_gemma":[0.00089626753,0.00035110282,0.007963424,0.00009507135,0.00066568516,0.00004003794,0.0002577186,0.0014954989,0.9795324,0.008558922,0.000008732148,0.00013512303],"about_ca_topic_score_codex":0.000012318243,"about_ca_topic_score_gemma":0.000017090151,"teacher_disagreement_score":0.012281911,"about_ca_system_score_codex":0.000009951689,"about_ca_system_score_gemma":0.000008906948,"threshold_uncertainty_score":0.30437365},"labels":[],"label_agreement":null},{"id":"W2392083655","doi":"10.2140/jomms.2016.11.197","title":"An Eulerian formulation for large deformations of elastically isotropic elastic-viscoplastic membranes","year":2016,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Elasticity and Material Modeling","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Viscoplasticity; Isotropy; Materials science; Eulerian path; Membrane; Mechanics; Composite material; Classical mechanics; Structural engineering; Mathematical analysis; Constitutive equation; Physics; Mathematics; Finite element method; Engineering; Chemistry; Optics","score_opus":0.009056058270933033,"score_gpt":0.22494022521880816,"score_spread":0.21588416694787513,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2392083655","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5636352,0.000036586534,0.43556708,0.000008231754,0.00054401724,0.00006101742,0.00013782797,0.0000076198307,0.000002469057],"genre_scores_gemma":[0.99229735,0.00012206419,0.007394364,0.000004130884,0.00015852906,0.0000017724415,0.0000040718364,0.000016852233,8.424186e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989773,0.000022748876,0.00065479137,0.000060485854,0.00013676923,0.00014789971],"domain_scores_gemma":[0.99926925,0.00012393412,0.0002737758,0.00007829629,0.00019049845,0.00006424471],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021904221,0.00011747908,0.0003487068,0.00011509913,0.00004258185,0.000026853197,0.00010560868,0.00009426119,0.000054927168],"category_scores_gemma":[0.00014292273,0.00007602674,0.000046244437,0.000026912434,0.000008933452,0.00032419676,0.000015638578,0.000031482035,2.1077796e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018189737,0.000012320387,0.0000026925616,0.00047963962,0.000042992644,3.530978e-7,0.00009255643,0.00950259,0.9285774,0.060865074,0.000004524115,0.00023792904],"study_design_scores_gemma":[0.0014344264,0.0007627348,0.00021906095,0.00029496886,0.00013022679,0.000033476987,0.00006103408,0.012957329,0.92632085,0.05758144,0.00006326177,0.00014116747],"about_ca_topic_score_codex":0.0000012664069,"about_ca_topic_score_gemma":0.000004420243,"teacher_disagreement_score":0.4286622,"about_ca_system_score_codex":0.00001213026,"about_ca_system_score_gemma":0.000020915475,"threshold_uncertainty_score":0.31002808},"labels":[],"label_agreement":null},{"id":"W2905771173","doi":"10.2140/jomms.2018.13.443","title":"Characterization of CNT properties using space-frame structure","year":2018,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Carbon Nanotubes in Composites","field":"Materials Science","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"","keywords":"Space frame; Materials science; Characterization (materials science); Frame (networking); Space (punctuation); Structural engineering; Nanotechnology; Computer science; Mechanical engineering; Engineering","score_opus":0.016387271950134254,"score_gpt":0.23861394284235873,"score_spread":0.22222667089222448,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905771173","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968502,0.00016320134,0.0008421055,0.000042239997,0.0018721521,0.00010692836,0.00011379132,0.00000588112,0.000003499109],"genre_scores_gemma":[0.9938829,0.000055458633,0.0055640372,0.000022962819,0.0004535182,2.3614338e-7,0.0000015462152,0.00001637872,0.0000029926018],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99852043,0.00010363231,0.0007346131,0.00012933665,0.0003628022,0.00014919972],"domain_scores_gemma":[0.9980558,0.000023952447,0.0011908395,0.00018006007,0.0004976092,0.000051694053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004079811,0.00015526805,0.00052663806,0.00013829784,0.00006072826,0.00007883504,0.0002494279,0.00012281431,0.00027892],"category_scores_gemma":[0.00011113149,0.00010750091,0.000051890325,0.000074212694,0.00012166205,0.00022693389,0.000120786135,0.00006411299,2.2646319e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032308625,0.000010931053,0.000016767814,0.00015420541,0.00002272837,0.0000017984054,0.0004048074,0.000027267739,0.99550486,0.003446228,0.0000041997205,0.00008310943],"study_design_scores_gemma":[0.0003002773,0.00035720487,0.00031742762,0.00018229226,0.000058333902,0.00015421471,0.000052701922,0.00013865564,0.9885207,0.0097780125,0.000033761244,0.00010646534],"about_ca_topic_score_codex":0.000025894067,"about_ca_topic_score_gemma":0.0000026268344,"teacher_disagreement_score":0.0069842176,"about_ca_system_score_codex":0.000020507265,"about_ca_system_score_gemma":0.0000716626,"threshold_uncertainty_score":0.438376},"labels":[],"label_agreement":null},{"id":"W3094330124","doi":"10.2140/jomms.2020.15.539","title":"Closed-form solutions for an edge dislocation interacting with a parabolic or elliptical elastic inhomogeneity having the same shear modulus as the matrix","year":2020,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Numerical methods in engineering","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Dislocation; Shear modulus; Shear (geology); Enhanced Data Rates for GSM Evolution; Modulus; Matrix (chemical analysis); Composite material; Geometry; Mathematics; Computer science","score_opus":0.031016177358594275,"score_gpt":0.2930873291723545,"score_spread":0.26207115181376023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3094330124","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6409732,0.00019857576,0.35775504,0.00024566276,0.00063009263,0.00016127928,0.000016677748,0.000017375967,0.000002055316],"genre_scores_gemma":[0.9640094,0.00008558999,0.03538835,0.00004107701,0.00043991226,0.0000064580368,9.589357e-7,0.000027370495,8.525102e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990629,0.00006503026,0.0004244087,0.00008733471,0.00016719387,0.000193128],"domain_scores_gemma":[0.99921757,0.00031616134,0.00017977627,0.000117987845,0.00008318901,0.000085302614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005346364,0.00013933251,0.00029603907,0.00003317257,0.0001183504,0.00008559862,0.00021169895,0.000059433787,0.00001365551],"category_scores_gemma":[0.00059390423,0.00006917358,0.00004536072,0.00008679236,0.000026113388,0.00015949519,0.00004511643,0.0001883524,1.7764161e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000728625,0.000018814511,0.0000046025298,0.00043777042,0.00020780409,0.0000047336234,0.0024783965,0.19526953,0.7681818,0.020468991,0.000050470462,0.012148467],"study_design_scores_gemma":[0.0012821791,0.0020159814,0.0008644447,0.00033403732,0.00048102782,0.0005740594,0.002292745,0.5859823,0.3604475,0.04455125,0.0006914112,0.00048302888],"about_ca_topic_score_codex":0.0000062800373,"about_ca_topic_score_gemma":0.0000034180798,"teacher_disagreement_score":0.4077343,"about_ca_system_score_codex":0.000022887683,"about_ca_system_score_gemma":0.000026177499,"threshold_uncertainty_score":0.28208166},"labels":[],"label_agreement":null},{"id":"W4234558532","doi":"10.2140/jomms.2017.12.1","title":"Preface","year":2016,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"","field":"","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Materials science","score_opus":0.012458296913161264,"score_gpt":0.2450691782462973,"score_spread":0.232610881333136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4234558532","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99805677,0.00036735088,0.0005220559,0.00014233873,0.000686809,0.00005567127,0.00013649775,0.0000067542896,0.00002572668],"genre_scores_gemma":[0.99748,0.0002325608,0.0020373291,0.000017166536,0.00018556323,2.8126772e-7,2.63025e-7,0.000024620447,0.000022267812],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99880654,0.00009347957,0.00056261703,0.00008585222,0.0003101573,0.00014135624],"domain_scores_gemma":[0.9986357,0.00005675418,0.0008802381,0.00013133432,0.00021270599,0.00008325532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007078007,0.000121012636,0.00039656385,0.000109379165,0.00002800504,0.000031179792,0.00019372493,0.00007994152,0.0004214336],"category_scores_gemma":[0.00019935262,0.000061868705,0.000055317905,0.000036187375,0.000028218694,0.00018797263,0.000058195004,0.00004235483,0.0000051964944],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034466077,0.000008984086,0.000012974538,0.000033206034,0.000055420132,0.00000649394,0.00006117556,0.0000026824052,0.970339,0.027148493,0.000706956,0.0012799604],"study_design_scores_gemma":[0.00082485436,0.00024242866,0.0009245108,0.00009812306,0.000041076153,0.00020565843,0.00003244791,8.208518e-7,0.8732106,0.12342956,0.0009113634,0.00007857531],"about_ca_topic_score_codex":0.0000041513476,"about_ca_topic_score_gemma":0.0000012994404,"teacher_disagreement_score":0.097128406,"about_ca_system_score_codex":0.000017816968,"about_ca_system_score_gemma":0.000038840895,"threshold_uncertainty_score":0.4614402},"labels":[],"label_agreement":null},{"id":"W4312099835","doi":"10.2140/jomms.2022.17.181","title":"An anisotropic elastic inhomogeneous elliptical inclusion","year":2022,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Material Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Anisotropy; Materials science; Inclusion (mineral); Physics; Optics; Thermodynamics","score_opus":0.005773368478067843,"score_gpt":0.20831629723727924,"score_spread":0.2025429287592114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4312099835","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9933269,0.00044759095,0.003706903,0.000016472546,0.0023395435,0.000072162184,0.00006253473,0.000022407045,0.0000054585485],"genre_scores_gemma":[0.9972436,0.00013013034,0.0023653859,0.000019045785,0.00020736307,0.0000013793541,0.0000038532976,0.000028372919,8.937116e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99880683,0.00009892544,0.00051500177,0.00008996927,0.00034007063,0.00014919884],"domain_scores_gemma":[0.9994902,0.000027472559,0.0001916609,0.00014173127,0.000060257255,0.000088681685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003176784,0.00014056779,0.00036729005,0.00012934112,0.00015497301,0.00004290633,0.0002787269,0.000059505346,0.00035516283],"category_scores_gemma":[0.000019263385,0.00012486227,0.00004158877,0.00006078328,0.000009180467,0.00008263158,0.00036844984,0.00013250402,2.5134284e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015080236,0.000019183024,0.0000011247772,0.00008071569,0.000031121803,0.000035878445,0.00022929478,0.014327048,0.973068,0.011191244,0.000023174805,0.00084238546],"study_design_scores_gemma":[0.00059920666,0.0013749572,0.00006976076,0.000024342153,0.00007433649,0.0008632295,0.00011529435,0.006740521,0.9184004,0.07098313,0.0005563624,0.00019844211],"about_ca_topic_score_codex":0.0000039080487,"about_ca_topic_score_gemma":9.859843e-7,"teacher_disagreement_score":0.05979188,"about_ca_system_score_codex":0.000048246344,"about_ca_system_score_gemma":0.0000217263,"threshold_uncertainty_score":0.5091736},"labels":[],"label_agreement":null},{"id":"W4321845177","doi":"10.2140/jomms.2022.17.489","title":"A three-phase anisotropic elastic elliptical inhomogeneity with internal linear stress and strain distributions","year":2022,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Material Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Internal stress; Anisotropy; Strain (injury); Phase (matter); Stress (linguistics); Stress–strain curve; Mechanics; Composite material; Optics; Deformation (meteorology); Physics; Anatomy","score_opus":0.008150273870690313,"score_gpt":0.22584601487657327,"score_spread":0.21769574100588296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321845177","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93344396,0.00023017595,0.06432632,0.000023540157,0.0006500571,0.00009204996,0.0012177556,0.000014645193,0.0000015132287],"genre_scores_gemma":[0.9962904,0.00007093719,0.0034575127,0.0000053612644,0.00013908613,0.0000025041752,0.000013305748,0.00002043843,4.5481715e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99898773,0.000049219067,0.0004447545,0.00010479817,0.00025377792,0.0001596913],"domain_scores_gemma":[0.99949694,0.000035275494,0.00019336762,0.00010633287,0.000067610476,0.00010046884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020112308,0.00016111732,0.00037497096,0.000087047454,0.0000922551,0.00006019667,0.00016089274,0.000049262624,0.00015904027],"category_scores_gemma":[0.000022462076,0.00012962344,0.00003329563,0.00005889727,0.000026131169,0.00007402759,0.00013512904,0.00017659232,8.746547e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005484194,0.00005514322,0.000027321345,0.00022235705,0.00015099281,0.00006954677,0.000106963715,0.0030393132,0.97030306,0.024428992,0.000015845126,0.001032023],"study_design_scores_gemma":[0.004355813,0.0044099996,0.0013536478,0.0002132872,0.0003662702,0.0021873089,0.0002988373,0.0203051,0.91465026,0.05110439,0.00024352543,0.0005115661],"about_ca_topic_score_codex":0.000009591389,"about_ca_topic_score_gemma":0.000013954311,"teacher_disagreement_score":0.06284646,"about_ca_system_score_codex":0.000037254023,"about_ca_system_score_gemma":0.000027109634,"threshold_uncertainty_score":0.528589},"labels":[],"label_agreement":null},{"id":"W4366428407","doi":"10.2140/jomms.2023.18.219","title":"A semianalytical approach for the variational asymptotic sectional analysis of a beam with high values of initial twist and curvatures","year":2023,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Twist; Beam (structure); Mathematical analysis; Mathematics; Structural engineering; Geometry; Engineering","score_opus":0.008055931622770584,"score_gpt":0.2358045638260976,"score_spread":0.22774863220332703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366428407","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91557926,0.00022279956,0.083765745,0.000024204215,0.00012774552,0.00008232753,0.00018745201,0.0000053307504,0.0000051332063],"genre_scores_gemma":[0.99153346,0.00014130039,0.008158054,0.0000053970857,0.000107677224,0.0000013732164,0.000042158597,0.000009111809,0.0000014550251],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999053,0.000027780605,0.00048994034,0.00008097754,0.00026948226,0.00007883561],"domain_scores_gemma":[0.99913126,0.00018519277,0.00033172517,0.000079704856,0.00024291255,0.000029224073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037729324,0.00010495262,0.0004858969,0.00030998996,0.000042538817,0.000030681975,0.00009051663,0.00007266293,0.000024468163],"category_scores_gemma":[0.000043933967,0.000063189844,0.00010520781,0.00034460696,0.00003618729,0.000057113037,0.000021794418,0.00006113046,4.8595847e-9],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029458583,0.000012354823,0.00025909606,0.00022662325,0.0038043617,6.7851994e-7,0.00025490284,0.9159678,0.062262837,0.016728714,0.000051275227,0.00013672838],"study_design_scores_gemma":[0.0015948672,0.0005583764,0.10658814,0.00006613653,0.007929119,0.0000671217,0.0003075821,0.73726594,0.11549836,0.029838512,0.00001554114,0.00027032974],"about_ca_topic_score_codex":0.000013077335,"about_ca_topic_score_gemma":0.000004872259,"teacher_disagreement_score":0.17870192,"about_ca_system_score_codex":0.000008778787,"about_ca_system_score_gemma":0.000021594115,"threshold_uncertainty_score":0.2576807},"labels":[],"label_agreement":null},{"id":"W4366429302","doi":"10.2140/jomms.2023.18.263","title":"Uniformity of stresses within an elliptical inhomogeneity coated by an interphase layer with eigenstrains","year":2023,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Material Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Interphase; Materials science; Layer (electronics); Composite material; Structural engineering; Engineering; Cell biology","score_opus":0.015521342390042074,"score_gpt":0.24395099718231408,"score_spread":0.228429654792272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366429302","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970451,0.00006164356,0.001649698,0.000009274619,0.0006365581,0.00010299877,0.00044662209,0.000044261764,0.0000038351363],"genre_scores_gemma":[0.99804765,0.00012128654,0.0016714974,0.0000066779526,0.00008650265,8.1207776e-7,0.00002877236,0.000035679823,0.0000010994914],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99861956,0.000083069586,0.00069844164,0.0001234234,0.00028740632,0.00018813006],"domain_scores_gemma":[0.9990997,0.000027615923,0.000340329,0.00019614717,0.00018383244,0.0001523966],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045385223,0.00020743911,0.0005448138,0.00015165842,0.000033955792,0.00006244341,0.00024101183,0.00013374467,0.000065981694],"category_scores_gemma":[0.00003110805,0.00015554499,0.00003622343,0.00013135215,0.00003439195,0.00023868507,0.000052591615,0.000115628536,2.4902437e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041227683,0.00003729534,0.000013259506,0.00022440174,0.000095545955,0.000023259754,0.00036323574,0.0023295414,0.9930963,0.0030746607,0.00003618898,0.00029401822],"study_design_scores_gemma":[0.00061289157,0.0010627105,0.00017914064,0.00009360963,0.00006762478,0.000114573675,0.00029966276,0.0037033774,0.98844385,0.0052479226,0.000012372383,0.00016226846],"about_ca_topic_score_codex":0.00002435542,"about_ca_topic_score_gemma":0.000037215163,"teacher_disagreement_score":0.004652471,"about_ca_system_score_codex":0.000017312928,"about_ca_system_score_gemma":0.00003542378,"threshold_uncertainty_score":0.63429403},"labels":[],"label_agreement":null},{"id":"W4372299183","doi":"10.2140/jomms.2023.18.293","title":"Analytical estimation of cohesive parameters for a bilinear traction-separation law in DCB mode I loading","year":2023,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Mechanical Behavior of Composites","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Bilinear interpolation; Traction (geology); Materials science; Separation (statistics); Mode (computer interface); Law; Structural engineering; Mathematics; Engineering; Computer science; Mechanical engineering; Political science; Statistics","score_opus":0.02387162539477748,"score_gpt":0.3048250301515707,"score_spread":0.2809534047567932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4372299183","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98591727,0.000037326634,0.013532381,0.000027098136,0.00029988916,0.00013317108,0.000038486083,0.000011425587,0.0000029308749],"genre_scores_gemma":[0.99038947,0.000051005292,0.00950575,0.000004244774,0.00002749037,0.0000027110245,0.000006807282,0.000011900124,6.0927647e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990381,0.000028131264,0.00060897844,0.000064522756,0.00016215058,0.000098145654],"domain_scores_gemma":[0.99942046,0.00017175735,0.00022274909,0.00006532426,0.0000812301,0.000038448587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035941458,0.00008883707,0.0003584219,0.00016756478,0.000016067004,0.000022479879,0.000074064264,0.000088971385,0.000009510547],"category_scores_gemma":[0.00010117858,0.00007614966,0.00005763144,0.00009040844,0.0000112084035,0.00013561806,0.000010407649,0.00006359186,1.8068953e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013874685,0.000008494385,0.0000045563224,0.00016309886,0.000029306711,0.0000019924998,0.00009051328,0.15910415,0.8149111,0.025079658,0.000020385534,0.00044796194],"study_design_scores_gemma":[0.00035632812,0.00015469392,0.00013797946,0.00006411416,0.000047433554,0.000010595036,0.000036674093,0.24478641,0.7182376,0.036108382,0.00000337287,0.000056429493],"about_ca_topic_score_codex":0.000012064467,"about_ca_topic_score_gemma":0.0000048684506,"teacher_disagreement_score":0.09667355,"about_ca_system_score_codex":0.000019897574,"about_ca_system_score_gemma":0.000011101462,"threshold_uncertainty_score":0.31052932},"labels":[],"label_agreement":null},{"id":"W4378833067","doi":"10.2140/jomms.2023.18.521","title":"A nonlinearly coupled thermoelectric circular inhomogeneity with interface slip and diffusion","year":2023,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Advanced Thermoelectric Materials and Devices","field":"Materials Science","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Thermoelectric effect; Slip (aerodynamics); Diffusion; Interface (matter); Condensed matter physics; Mechanics; Composite material; Thermodynamics; Physics","score_opus":0.008722229012258583,"score_gpt":0.23949371866518135,"score_spread":0.23077148965292277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378833067","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99590814,0.0010368413,0.0024253181,0.000051894796,0.0003751566,0.00013871404,0.000036899535,0.000022563308,0.000004455544],"genre_scores_gemma":[0.99741054,0.0009926585,0.0014051902,0.000027198364,0.00013111885,0.0000019256422,0.0000021546628,0.000022415454,0.000006816365],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985651,0.00010966934,0.0005553544,0.00019593259,0.00033778444,0.00023620858],"domain_scores_gemma":[0.998773,0.00007841003,0.00072793616,0.00014612016,0.00018147154,0.00009308585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007730111,0.00019710854,0.0005770106,0.00016363562,0.00009658601,0.00011560104,0.00019557089,0.00009792869,0.0001330242],"category_scores_gemma":[0.00007801653,0.00012358086,0.00003447151,0.00018358589,0.00004797775,0.00018081102,0.00009956899,0.000077087636,0.0000012054037],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005246731,0.00001496839,0.000017641958,0.00015359004,0.000027925575,0.000021845217,0.00019924222,0.000059270395,0.996997,0.0011419022,0.0000073366773,0.00083463336],"study_design_scores_gemma":[0.0008436737,0.00073949917,0.0013903809,0.00008616504,0.00005713484,0.00026333795,0.00011663471,0.00042605694,0.98125666,0.014609783,0.00005062438,0.0001600739],"about_ca_topic_score_codex":0.00003483057,"about_ca_topic_score_gemma":0.000004050048,"teacher_disagreement_score":0.015740335,"about_ca_system_score_codex":0.0000125719425,"about_ca_system_score_gemma":0.000051017847,"threshold_uncertainty_score":0.5039481},"labels":[],"label_agreement":null},{"id":"W4388272594","doi":"10.2140/jomms.2023.18.741","title":"A double coated circular elastic inhomogeneity with internal uniform deviatoric stresses","year":2023,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Material Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Internal stress; Mechanics; Stress (linguistics); Composite material; Structural engineering; Physics; Engineering","score_opus":0.010041178604633732,"score_gpt":0.21233037416977615,"score_spread":0.2022891955651424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388272594","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956358,0.0002553049,0.002311301,0.000011049689,0.0015682566,0.00009837442,0.000053933156,0.00005595479,0.000010009205],"genre_scores_gemma":[0.99886453,0.0003701872,0.00055788236,0.0000048755105,0.00015744985,0.0000015856134,0.0000058405512,0.000035338602,0.0000023189277],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99885654,0.000028491499,0.000526019,0.00009944049,0.00028781808,0.00020170519],"domain_scores_gemma":[0.99931335,0.000032806973,0.00027001233,0.00013490776,0.00015691826,0.00009197627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027533656,0.00019299409,0.00046307466,0.00021771363,0.000039670995,0.00008917682,0.00021450272,0.00009574976,0.00005822973],"category_scores_gemma":[0.000021695536,0.00014376607,0.000043145228,0.00019462437,0.00001315386,0.0001305452,0.00007481224,0.00010514142,0.0000014069992],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003673592,0.0000085603015,0.000020769914,0.00044611553,0.00017961209,0.000066925815,0.00012059688,0.0039974563,0.98954797,0.004962834,0.000062075465,0.00021974639],"study_design_scores_gemma":[0.0010910716,0.0003289594,0.0003510427,0.00019956473,0.000095396455,0.00031249202,0.000082860475,0.0010850065,0.9878248,0.008304553,0.00014752538,0.00017672793],"about_ca_topic_score_codex":0.00001587943,"about_ca_topic_score_gemma":0.00000791678,"teacher_disagreement_score":0.0033417186,"about_ca_system_score_codex":0.0000338324,"about_ca_system_score_gemma":0.000033251326,"threshold_uncertainty_score":0.586261},"labels":[],"label_agreement":null},{"id":"W4390123093","doi":"10.2140/jomms.2024.19.19","title":"Analytical evaluation of laminated composite DCB test data for achieving validated modelling analysis","year":2023,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Mechanical Behavior of Composites","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Composite number; Materials science; Composite material; Test (biology); Structural engineering; Reliability engineering; Engineering; Geology","score_opus":0.07522276225293076,"score_gpt":0.3211415007203937,"score_spread":0.24591873846746296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390123093","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94828945,0.00016932486,0.050678916,0.000022261256,0.00022077952,0.00014745108,0.00044663012,0.0000221344,0.0000030271176],"genre_scores_gemma":[0.991617,0.000120831864,0.008039964,0.0000022156428,0.000050592964,0.0000013374805,0.00014684269,0.000020192536,9.734212e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99822664,0.00008329983,0.00088398217,0.00013836047,0.0005152778,0.00015241328],"domain_scores_gemma":[0.99848145,0.00028849446,0.00039211535,0.0003077164,0.00046346415,0.00006677035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00220405,0.00014385513,0.00067012775,0.00038830758,0.000037710954,0.00004680554,0.00037016545,0.00010872153,0.000044893226],"category_scores_gemma":[0.00023947404,0.00012010235,0.00010093476,0.00037982536,0.000014312016,0.00015280565,0.000099708515,0.00008472959,1.7546212e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005462905,0.000014138246,0.000042964642,0.00014577678,0.00042864995,0.0000014473497,0.000032710843,0.21137583,0.78643876,0.00095900916,0.000036665893,0.00046943303],"study_design_scores_gemma":[0.00040040768,0.0000914903,0.00046999627,0.000054047414,0.0019827662,0.0000057236216,0.0000219794,0.6676814,0.32528326,0.0039195963,0.000005675619,0.000083689556],"about_ca_topic_score_codex":0.0000046962496,"about_ca_topic_score_gemma":0.00000121066,"teacher_disagreement_score":0.46115547,"about_ca_system_score_codex":0.000018321298,"about_ca_system_score_gemma":0.000022064405,"threshold_uncertainty_score":0.48976314},"labels":[],"label_agreement":null},{"id":"W4390123115","doi":"10.2140/jomms.2024.19.91","title":"Elastic wave dispersion and polarization in a chiral elastic metamaterial","year":2023,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Acoustic Wave Phenomena Research","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Metamaterial; Materials science; Polarization (electrochemistry); Dispersion (optics); Physics; Optics; Optoelectronics; Chemistry","score_opus":0.012519805326940069,"score_gpt":0.22799573117987582,"score_spread":0.21547592585293573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390123115","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970076,0.00016401986,0.0020249828,0.000022216982,0.0006526123,0.00007378481,0.000037020487,0.000011770143,0.0000059893814],"genre_scores_gemma":[0.99887085,0.00035113707,0.0006243744,0.000002714694,0.0001228369,7.208056e-7,0.0000045462702,0.000017503424,0.000005306842],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991237,0.000044086868,0.0003868144,0.0000729892,0.00021204677,0.00016038549],"domain_scores_gemma":[0.9996813,0.00005623937,0.000101775564,0.000056174442,0.000045191096,0.000059309044],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039155287,0.00010513059,0.00030154554,0.0002618202,0.000024693858,0.00004966845,0.00006816155,0.00007231477,0.00004643877],"category_scores_gemma":[0.00012913195,0.00008170548,0.000019654855,0.00011032934,0.00001732452,0.00011138954,0.000060034276,0.00008915807,4.816199e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011223769,0.0000040642813,0.000016117743,0.00023673185,0.000033945325,0.00001734339,0.00019930824,0.003239968,0.9934373,0.002292152,0.000019826082,0.00039102754],"study_design_scores_gemma":[0.004002616,0.0009816134,0.032874975,0.000476851,0.0002042883,0.00038378744,0.00071974896,0.10208876,0.68125635,0.17642656,0.000042279866,0.0005421857],"about_ca_topic_score_codex":0.000005147612,"about_ca_topic_score_gemma":0.0000012436492,"teacher_disagreement_score":0.31218094,"about_ca_system_score_codex":0.000021118753,"about_ca_system_score_gemma":0.000014598957,"threshold_uncertainty_score":0.3331853},"labels":[],"label_agreement":null},{"id":"W4390123123","doi":"10.2140/jomms.2024.19.131","title":"An edge dislocation interacting with an elliptical incompressible liquid inclusion","year":2023,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Material Mechanics","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Inclusion (mineral); Dislocation; Compressibility; Enhanced Data Rates for GSM Evolution; Materials science; Mechanics; Classical mechanics; Composite material; Physics; Thermodynamics; Computer science; Artificial intelligence","score_opus":0.009572942645969128,"score_gpt":0.24843529758071528,"score_spread":0.23886235493474614,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390123123","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99385506,0.000059493246,0.004577612,0.000021491604,0.0013242705,0.00008101824,0.000018127977,0.000056333847,0.0000065804315],"genre_scores_gemma":[0.9961756,0.000107253596,0.0033570323,0.0000073150177,0.0003058469,0.0000011851259,0.000011697839,0.0000334146,6.678627e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989666,0.00007110552,0.00046778482,0.000102669335,0.000241899,0.0001499422],"domain_scores_gemma":[0.9993568,0.00004454197,0.00021827829,0.00016180877,0.000117797026,0.00010078683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043502983,0.0001468561,0.00032767802,0.00017729847,0.000089387984,0.00009264519,0.00021769443,0.00008894796,0.000037168953],"category_scores_gemma":[0.000029687546,0.000110552945,0.000022218128,0.000103784216,0.000009853621,0.00038319832,0.00015746422,0.00010466841,5.72312e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005379756,0.000014080229,0.0000015440044,0.0001491962,0.000025775433,0.000011530103,0.00058268383,0.00631328,0.9881141,0.003188335,0.000011157969,0.0010502968],"study_design_scores_gemma":[0.00036062853,0.0013118435,0.00010369822,0.00018849787,0.00003659779,0.00010324921,0.00019737417,0.02070308,0.9673517,0.009452779,0.000049085764,0.00014147727],"about_ca_topic_score_codex":0.000007559817,"about_ca_topic_score_gemma":0.0000053143754,"teacher_disagreement_score":0.020762455,"about_ca_system_score_codex":0.000022684537,"about_ca_system_score_gemma":0.000017259352,"threshold_uncertainty_score":0.45082182},"labels":[],"label_agreement":null},{"id":"W4393233081","doi":"10.2140/jomms.2024.19.323","title":"Size-dependent axisymmetric buckling and free vibration of FGP-microplate using well-posed nonlocal integral polar models","year":2024,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Nonlocal and gradient elasticity in micro/nano structures","field":"Materials Science","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Rotational symmetry; Polar; Vibration; Buckling; Materials science; Mechanics; Mathematical analysis; Physics; Acoustics; Mathematics; Composite material; Astronomy","score_opus":0.012172240759165722,"score_gpt":0.23315073155326693,"score_spread":0.2209784907941012,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393233081","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96975946,0.0024691029,0.025590694,0.000051249433,0.0017358648,0.000116710056,0.00025947878,0.0000114973445,0.000005956511],"genre_scores_gemma":[0.9825194,0.00034410035,0.01685927,0.000028183493,0.00022036894,3.345951e-7,0.0000021802869,0.000022142367,0.0000040103473],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979922,0.00012686288,0.0009839055,0.00023669087,0.00042121654,0.00023913497],"domain_scores_gemma":[0.99876213,0.00018825606,0.00059000356,0.00015847568,0.00019811025,0.000103024606],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007799771,0.00024715706,0.00064865855,0.00030049842,0.000096725555,0.00021407759,0.00029111488,0.00018251162,0.00013082194],"category_scores_gemma":[0.00016100782,0.00017342326,0.00009451976,0.00015369621,0.00009903139,0.00039396767,0.00018098422,0.00018037535,3.8204564e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002745487,0.000015005957,0.0000058814235,0.00042481278,0.00005843681,0.000022526028,0.00034787855,0.0013542623,0.9844095,0.012545521,0.00002059061,0.0005210349],"study_design_scores_gemma":[0.000506286,0.00030005837,0.0000529572,0.00029004045,0.00013907754,0.00043604203,0.00016971819,0.0056468667,0.8801845,0.11210667,0.000011931632,0.0001558813],"about_ca_topic_score_codex":0.00016143659,"about_ca_topic_score_gemma":0.000011058557,"teacher_disagreement_score":0.10422504,"about_ca_system_score_codex":0.000027043016,"about_ca_system_score_gemma":0.00008148663,"threshold_uncertainty_score":0.7071996},"labels":[],"label_agreement":null},{"id":"W4393233189","doi":"10.2140/jomms.2024.19.531","title":"A spherical elastic inhomogeneity with interface slip and diffusion under a deviatoric far-field load","year":2024,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Material Mechanics","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Near and far field; Slip (aerodynamics); Diffusion; Mechanics; Interface (matter); Composite material; Physics; Optics; Thermodynamics","score_opus":0.006108152769814242,"score_gpt":0.2135098100372798,"score_spread":0.20740165726746557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393233189","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9522736,0.0031120414,0.042887762,0.00003783477,0.0015677625,0.00007208157,0.000013631047,0.000029065384,0.0000062160757],"genre_scores_gemma":[0.99655294,0.00064370217,0.0026041346,0.00001609521,0.00015178358,8.733581e-7,3.9319377e-7,0.000027831153,0.0000022409504],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991073,0.000031689196,0.00038393532,0.000115061186,0.00022485328,0.00013714138],"domain_scores_gemma":[0.99960047,0.00006097767,0.000097838514,0.00008997235,0.00006784587,0.00008291923],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017491535,0.00017735321,0.00037798172,0.000068834095,0.000026923542,0.00013834763,0.00010256213,0.00010665122,0.00006968825],"category_scores_gemma":[0.000027970787,0.00012250025,0.000031324973,0.00007745087,0.000010506006,0.00010303816,0.00008023389,0.00013047148,3.986973e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022782537,0.000007299335,0.0000034562613,0.0004934998,0.00009753847,0.000026479302,0.00016060265,0.00051033584,0.9918479,0.004790397,0.00004749618,0.0017871866],"study_design_scores_gemma":[0.00054199126,0.0008845217,0.00022094604,0.0005085209,0.00015599882,0.00082249194,0.00010101562,0.004051325,0.9715452,0.020504002,0.00042920426,0.00023477183],"about_ca_topic_score_codex":0.000009551529,"about_ca_topic_score_gemma":0.000007473922,"teacher_disagreement_score":0.04427934,"about_ca_system_score_codex":0.000042059564,"about_ca_system_score_gemma":0.00003349025,"threshold_uncertainty_score":0.49954152},"labels":[],"label_agreement":null},{"id":"W4403958746","doi":"10.2140/jomms.2024.19.763","title":"High-cycle fatigue modelling on a benchmark DCB mode I debond using a cohesive zone model","year":2024,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Mechanical Behavior of Composites","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Materials science; Cohesive zone model; Benchmark (surveying); Mode (computer interface); Structural engineering; Composite material; Computer science; Engineering; Geology; Fracture mechanics","score_opus":0.023977596636026517,"score_gpt":0.2597350057328264,"score_spread":0.23575740909679985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403958746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66000307,0.0005974852,0.33862916,0.000013565543,0.00059427606,0.00007021592,0.00006355982,0.00002291331,0.0000057970537],"genre_scores_gemma":[0.94344187,0.0002511805,0.056105603,0.00001285605,0.0001388368,0.0000012562584,0.0000028854176,0.00004316039,0.000002335525],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986077,0.000036142697,0.0006618531,0.00014694213,0.00034797005,0.00019938528],"domain_scores_gemma":[0.9994142,0.00007782687,0.00016004078,0.00014616192,0.000091845715,0.000109894456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025751436,0.0002284985,0.0005388892,0.00019868984,0.00004375347,0.00011663108,0.00018528735,0.00015159149,0.00004873729],"category_scores_gemma":[0.000013229019,0.00018352213,0.00009736029,0.00007135935,0.000012713873,0.0001791121,0.000041583855,0.00020699293,3.4845718e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050121474,0.0000055759006,6.818711e-8,0.00012861671,0.000046606987,0.00001502812,0.000077932935,0.5160513,0.46081504,0.022468492,0.000017532264,0.00032370878],"study_design_scores_gemma":[0.00014687874,0.00008563407,5.063805e-7,0.00023030314,0.00007599655,0.000044299875,0.000011472271,0.5207628,0.4128233,0.065714195,0.0000035328424,0.00010106262],"about_ca_topic_score_codex":0.00001863948,"about_ca_topic_score_gemma":0.0000010872161,"teacher_disagreement_score":0.28343883,"about_ca_system_score_codex":0.00004602871,"about_ca_system_score_gemma":0.000033803073,"threshold_uncertainty_score":0.7483815},"labels":[],"label_agreement":null},{"id":"W4408259959","doi":"10.2140/jomms.2025.20.95","title":"A partially debonded rigid hypotrochoidal inhomogeneity under uniform remote in-plane stresses","year":2025,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Composite Material Mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Materials science; Composite material; Plane (geometry); Structural engineering; Geometry; Engineering; Mathematics","score_opus":0.00781318653532886,"score_gpt":0.22307559330441046,"score_spread":0.2152624067690816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408259959","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99182314,0.0005809972,0.005638019,0.000051863564,0.0016774485,0.00010994617,0.000047661797,0.000020701218,0.000050221068],"genre_scores_gemma":[0.99611276,0.000537687,0.0031953526,0.0000311029,0.00009644942,5.749565e-7,0.0000034312059,0.000018226701,0.000004406528],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9986736,0.000054997086,0.00075874216,0.000110611094,0.00019740636,0.00020464095],"domain_scores_gemma":[0.99939895,0.000052016705,0.00022661514,0.00016031206,0.000099636025,0.000062447136],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032364973,0.00019891655,0.0005472197,0.00025217573,0.00003138837,0.00007790248,0.00022760687,0.00014930908,0.00005433573],"category_scores_gemma":[0.00004933485,0.00016883167,0.000050557934,0.00011753552,0.000013439772,0.000111456975,0.000081711114,0.00013360225,2.4259998e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027589547,0.000012493555,0.000007391178,0.00029344956,0.00008785051,0.000020227251,0.00004560125,0.0040481165,0.9758875,0.017846497,0.00004963754,0.0014253914],"study_design_scores_gemma":[0.0007761332,0.000112899164,0.0005095214,0.00018922883,0.00005101896,0.000071242874,0.00004896836,0.00073576235,0.89840657,0.09881417,0.0001488738,0.00013562135],"about_ca_topic_score_codex":0.00003515921,"about_ca_topic_score_gemma":0.00010306575,"teacher_disagreement_score":0.08096767,"about_ca_system_score_codex":0.000048145306,"about_ca_system_score_gemma":0.00005576165,"threshold_uncertainty_score":0.68847555},"labels":[],"label_agreement":null},{"id":"W4416459063","doi":"10.2140/jomms.2025.20.529","title":"Testing and simulation of mixed-mode debond failure behaviour of a bonded composite joint","year":2025,"lang":"en","type":"article","venue":"Journal of mechanics of materials and structures","topic":"Mechanical Behavior of Composites","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Joint (building); Composite number; Lap joint; Failure mechanism","score_opus":0.012879812852802392,"score_gpt":0.2505344880932053,"score_spread":0.23765467524040287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416459063","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99511236,0.00043093727,0.004008192,0.000018735142,0.00026501232,0.00010125513,0.000047647995,0.000009359233,0.000006514467],"genre_scores_gemma":[0.98143274,0.000029848225,0.018495936,0.0000039711713,0.000021878417,5.484464e-7,0.0000015259972,0.000012572238,9.688124e-7],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987053,0.000044698085,0.000861842,0.00008232122,0.0002020622,0.00010377341],"domain_scores_gemma":[0.99899495,0.00014922983,0.00046147217,0.000113425056,0.00023039096,0.000050554117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027753838,0.00014241165,0.0005989047,0.00017581356,0.000024092104,0.000023787012,0.00011258346,0.00011763908,0.0000125310935],"category_scores_gemma":[0.000111246474,0.0001196164,0.00005675017,0.000081267426,0.000021126692,0.00008562255,0.00006173218,0.00010074437,2.030335e-8],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006728763,0.0000140993425,0.00022195684,0.00043311817,0.00005124683,0.0000023447685,0.00005389533,0.010006616,0.9862482,0.0022230444,0.000013145219,0.00066507],"study_design_scores_gemma":[0.00054372544,0.00017413039,0.0071368343,0.00038764812,0.00016333669,0.000025284657,0.00003199344,0.0054476196,0.9665299,0.019468566,0.000003057912,0.00008791092],"about_ca_topic_score_codex":0.000014583567,"about_ca_topic_score_gemma":0.0000028704626,"teacher_disagreement_score":0.019718284,"about_ca_system_score_codex":0.000011469392,"about_ca_system_score_gemma":0.000018115641,"threshold_uncertainty_score":0.48778155},"labels":[],"label_agreement":null}]}