{"id":"W1969665827","doi":"10.1115/1.4001219","title":"Variational and Classical Methods for Limit Load Analysis of Inhomogeneous Media","year":2010,"lang":"en","type":"article","venue":"Journal of Pressure Vessel Technology","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Memorial University of Newfoundland","funders":"","keywords":"Limit load; Limit (mathematics); Upper and lower bounds; Limit analysis; Finite element method; Context (archaeology); Mathematics; Modulus; Mathematical analysis; Stress (linguistics); Applied mathematics; Structural engineering; 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":[0.0005078228,0.0001021362,0.0004320256,0.0006098432,0.00002123196,0.0000088223,0.0002126633,0.0003916051,0.00002930339],"category_scores_gemma":[0.0007195961,0.00008623393,0.0001173787,0.0004757657,0.00006220491,0.00006426843,0.00002981968,0.0004663596,1.985912e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000008879442,"about_ca_system_score_gemma":0.00004157708,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":7.316762e-7,"about_ca_topic_score_gemma":0.00001352217,"domain_scores_codex":[0.9992486,0.00002016874,0.0003832189,0.0000887609,0.0001299945,0.0001292618],"domain_scores_gemma":[0.9989011,0.0003978268,0.0001984661,0.0001624686,0.0002893807,0.00005070653],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008804513,0.0001354849,0.001220513,0.000165372,0.006699285,0.00001605589,0.0005177444,0.01293822,0.7688605,0.04025562,0.002052385,0.1670507],"study_design_scores_gemma":[0.001527302,0.0004173385,0.004234035,0.00003764916,0.007708097,0.0002687009,0.0001116782,0.4831766,0.2190216,0.05435088,0.228715,0.00043112],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07585556,0.003674711,0.9179459,0.001213631,0.001021336,0.000106438,0.00003304754,0.00006755313,0.00008183567],"genre_scores_gemma":[0.7818344,0.0001185997,0.2179054,0.00001364514,0.000101295,0.000003702721,0.000002083961,0.00001317915,0.000007696618],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.7059788,"threshold_uncertainty_score":0.3516518,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01023336347562335,"score_gpt":0.2776622522952015,"score_spread":0.2674288888195782,"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."}}