{"id":"W1983773399","doi":"10.1016/s0013-7944(01)00058-3","title":"Semi-elliptical surface cracks in finite-thickness plates with built-in ends. II. Weight function solutions","year":2001,"lang":"en","type":"article","venue":"Engineering Fracture Mechanics","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Waterloo; Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Weight function; Stress intensity factor; Traction (geology); Finite element method; Displacement (psychology); Boundary value problem; Mathematics; Stress (linguistics); Mathematical analysis; Structural engineering; Geometry; Materials science; Engineering; Mechanical engineering","routes":{"ca_aff":true,"ca_fund":true,"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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003487403,0.0005001118,0.0004403778,0.0003214916,0.00009340456,0.00004746647,0.0002573562,0.0005265223,0.0001456421],"category_scores_gemma":[0.0001074449,0.0004765328,0.00007832107,0.0008990476,0.00001052693,0.0003327309,0.00005961873,0.001367301,0.00003696101],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002413556,"about_ca_system_score_gemma":0.00003659241,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004177004,"about_ca_topic_score_gemma":0.0002830805,"domain_scores_codex":[0.9979528,0.00002550367,0.0004496702,0.0004065727,0.0003281371,0.0008372893],"domain_scores_gemma":[0.9990554,0.0002351681,0.00004717376,0.0004487987,0.00005113475,0.0001623565],"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":[0.00003939194,0.00006891811,0.0001257314,0.00007277053,0.00004596487,0.0001144085,0.0003547134,0.9916838,0.003921214,0.002778653,0.0002488264,0.0005455479],"study_design_scores_gemma":[0.0007371619,0.0001260027,0.0002463602,0.0002199232,0.00004409639,0.00005401064,0.00005943082,0.9524404,0.003494357,0.001042756,0.04090139,0.0006341214],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.06094586,0.001810617,0.9344207,0.0003311592,0.001222805,0.0003122409,0.00001183919,0.0006847734,0.000260006],"genre_scores_gemma":[0.9950975,0.0003479441,0.003908994,0.000124913,0.0002081688,0.000032867,0.00005936087,0.0001391568,0.00008110671],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9341516,"threshold_uncertainty_score":0.9997686,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007865686724103656,"score_gpt":0.1848128462437153,"score_spread":0.1769471595196116,"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."}}