{"id":"W2017664099","doi":"10.1007/s10704-006-9027-4","title":"Transverse shear and pressurization effects in the bending of plates with reinforced cracks","year":2006,"lang":"en","type":"article","venue":"International Journal of Fracture","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Bending moment; Materials science; Structural engineering; Isotropy; Crack closure; Pure bending; Bending; Transverse plane; Crack tip opening displacement; Shear (geology); Boundary value problem; Bending of plates; Fracture mechanics; Mechanics; Composite material; Engineering; Mathematics; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006939569,0.0000563218,0.00009832235,0.0001315668,0.0000108552,0.0000299799,0.00009661134,0.0000321983,0.00001229665],"category_scores_gemma":[0.00000748487,0.00003466711,0.00003038553,0.00007644102,0.00001109839,0.0001712463,0.000002770765,0.0001110956,5.545171e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001614098,"about_ca_system_score_gemma":0.000004930721,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001815939,"about_ca_topic_score_gemma":0.00001376735,"domain_scores_codex":[0.9995197,0.0000129553,0.0001876839,0.0000321504,0.00020705,0.00004042914],"domain_scores_gemma":[0.9997143,0.00007104981,0.00009495167,0.00003306844,0.00007757397,0.000009087357],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0000378555,0.000005007276,0.002739789,0.0000138685,0.00006361015,0.00001406557,0.00050735,0.9916393,0.004138062,0.0002254759,0.00009404225,0.0005215672],"study_design_scores_gemma":[0.003452692,0.000270308,0.3505324,0.0006484431,0.0003144004,0.0003559462,0.000317247,0.5780615,0.06094336,0.001077846,0.00369722,0.0003286958],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8654561,0.0003924774,0.1332534,0.0002450918,0.0001230971,0.00006614817,0.000002660923,0.000006173553,0.0004549014],"genre_scores_gemma":[0.9988056,0.00004015713,0.001000445,0.00003152041,0.0001030502,3.481335e-7,0.00000875744,0.000004906829,0.000005239102],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4135779,"threshold_uncertainty_score":0.1413684,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.001075649837775751,"score_gpt":0.1767740471490898,"score_spread":0.175698397311314,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}