{"id":"W2081724959","doi":"10.1115/1.1498845","title":"Limit Loads for Layered Structures Using Extended Variational Principles and Repeated Elastic Finite Element Analysis","year":2002,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Finite element method; Limit load; Limit (mathematics); Finite element limit analysis; Discretization; Limit state design; Limit analysis; Convergence (economics); Upper and lower bounds; Mixed finite element method; Mathematics; Mathematical analysis; Flow (mathematics); Structural engineering; Applied mathematics; Geometry; Engineering","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":[0.001285933,0.000163684,0.0005455333,0.001449239,0.0001367134,0.0001004814,0.0005558786,0.000235211,0.0001850224],"category_scores_gemma":[0.006235927,0.0001153244,0.0001544931,0.001278625,0.0001187184,0.0001679327,0.0001039704,0.0002506941,0.000001333155],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002885046,"about_ca_system_score_gemma":0.0000481562,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001319583,"about_ca_topic_score_gemma":0.000001379453,"domain_scores_codex":[0.9977856,0.0000805296,0.0009933695,0.0003045096,0.0005937807,0.0002422113],"domain_scores_gemma":[0.9967996,0.00120013,0.000831616,0.0003498677,0.0007354069,0.00008339334],"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":[0.00006887865,0.0000892118,0.002306932,0.00002205858,0.001236818,0.00002085034,0.0001285842,0.969348,0.002529584,0.02025427,0.0007874882,0.003207345],"study_design_scores_gemma":[0.0007375428,0.0002403761,0.005019594,0.00002146946,0.0009510301,0.0001052392,0.00008490784,0.9289155,0.0005060786,0.05261549,0.01063855,0.0001642212],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01945969,0.002054812,0.9770845,0.0009028129,0.0002347953,0.0001630329,0.00002866271,0.0000393832,0.00003230999],"genre_scores_gemma":[0.9051893,0.00004851558,0.09443175,0.00002509003,0.00008453364,0.000004540106,0.000001102293,0.00001020629,0.0002049405],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.8857296,"threshold_uncertainty_score":0.7465438,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.09624071180118433,"score_gpt":0.3206034404360283,"score_spread":0.224362728634844,"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."}}