{"id":"W2175535903","doi":"10.1115/imece2014-37598","title":"Behavior of NPS30 Pipe Subject to Denting Load","year":2014,"lang":"en","type":"article","venue":"","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada; University of Calgary","keywords":"Finite element method; Pipeline transport; Pipeline (software); Structural engineering; Deformation (meteorology); Internal pressure; Leak; Failure mode and effects analysis; Engineering; Geotechnical engineering; Geology; Forensic engineering; Materials science; Mechanical engineering; Composite material","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":[],"consensus_categories":[],"category_scores_codex":[0.0001502416,0.00007729336,0.0001546971,0.00005719305,0.00002318102,0.00001388782,0.0001165809,0.00006043556,0.0004150134],"category_scores_gemma":[0.0000949509,0.00006212231,0.0000958836,0.0001942331,0.00001866702,0.00004643471,0.00002264159,0.00009523473,0.00006972386],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003387823,"about_ca_system_score_gemma":0.000004352287,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004127252,"about_ca_topic_score_gemma":0.0003763832,"domain_scores_codex":[0.9994396,0.00001252454,0.0001818163,0.0000977591,0.0001361276,0.0001321951],"domain_scores_gemma":[0.9996472,0.00004726371,0.00001217852,0.0001780725,0.00006169595,0.00005359033],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00001946928,0.00008532494,0.04692885,0.0004206335,0.0002443079,0.000004388689,0.00162683,0.041316,0.8003381,0.003298349,0.003086585,0.1026311],"study_design_scores_gemma":[0.0002353902,0.00007391019,0.06892125,0.00004665779,0.0001881854,0.000007431913,0.000310651,0.03030279,0.8942908,0.0004185796,0.004799875,0.0004045017],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9808594,0.00002472355,0.005972679,0.00004123552,0.0001691766,0.00005818317,0.000001488858,0.000116504,0.01275661],"genre_scores_gemma":[0.9973188,0.000003677791,0.002066566,0.00003149258,0.000042708,0.000005036673,0.000001200258,0.00000787583,0.0005226465],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1022266,"threshold_uncertainty_score":0.4544106,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00906141724431949,"score_gpt":0.229351437897468,"score_spread":0.2202900206531485,"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."}}