{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004168218,0.0002981975,0.0003904542,0.0005617405,0.0004470563,0.0003275184,0.0004138513,0.00081217,0.00468555],"category_scores_gemma":[0.001426628,0.0003167218,0.0002709011,0.0003576018,0.0008549182,0.0004996736,0.0003721334,0.0004149551,0.0007572078],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003031124,"about_ca_system_score_gemma":0.0003147109,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002674157,"about_ca_topic_score_gemma":0.003094406,"domain_scores_codex":[0.9993968,0.00004967181,0.00003185933,0.0001012264,0.0003208003,0.00009965413],"domain_scores_gemma":[0.9991474,0.0002663013,0.0001330857,0.0001355763,0.0002320377,0.00008561772],"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":[0.001407971,0.0002502385,0.01702131,0.0002208764,0.00003646976,0.001867912,0.001970397,0.04503245,0.9113153,0.000919859,0.001174802,0.01878235],"study_design_scores_gemma":[0.00004753859,0.002185724,0.140207,0.00008261453,0.00004075835,0.0007799912,0.001820326,0.2560267,0.5930979,0.0006213599,0.004969633,0.0001205739],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9952561,0.00009709175,0.001793604,0.00007127658,0.00001246134,0.00001803291,0.0002896016,0.0001012996,0.002360528],"genre_scores_gemma":[0.9964787,0.0000878448,0.0006739371,0.00002442353,0.000003758974,0.00001587889,0.0002707047,0.00002508299,0.00241959],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00468555,"threshold_uncertainty_score":0.01567471,"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."}}