{"id":"W150570502","doi":"","title":"Finite Element Analysis For Telescopic Deformation And Tearing Rupture of Wrinkled Pipe","year":2009,"lang":"en","type":"article","venue":"International Journal of Offshore and Polar Engineering","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Windsor","funders":"","keywords":"Tearing; Wrinkle; Deformation (meteorology); Finite element method; Structural engineering; Fracture (geology); Buckling; Stress (linguistics); Buckle; Transverse plane; Curvature; Materials science; Engineering; Composite material; Geometry","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":[0.0001329273,0.000109103,0.0002154114,0.0003566098,0.00001475057,0.00003847034,0.0001101765,0.00006190257,0.000003410321],"category_scores_gemma":[0.00005032324,0.00009826684,0.00009404667,0.0001087579,0.000007207097,0.0001482986,0.0000114608,0.0001481924,5.970489e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002927791,"about_ca_system_score_gemma":0.000006265166,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002552275,"about_ca_topic_score_gemma":0.00000151342,"domain_scores_codex":[0.999323,0.00000315711,0.0003426576,0.00005704163,0.0001656306,0.0001085156],"domain_scores_gemma":[0.9996579,0.00006028605,0.0000695905,0.00005297786,0.0001010547,0.00005823956],"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":[0.00001830654,0.000009627302,0.001297369,0.00006092055,0.0005947814,0.000003733808,0.0001827263,0.98028,0.007651623,0.00129344,0.00001821283,0.008589231],"study_design_scores_gemma":[0.0009737107,0.0002451377,0.08816247,0.0001864164,0.0003282027,0.0001006497,0.0000637272,0.8979189,0.006733627,0.0007913268,0.004218507,0.0002772963],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4393153,0.001424021,0.5587465,0.0001271486,0.000240892,0.00005691383,0.00001510253,0.00003460857,0.00003957276],"genre_scores_gemma":[0.9932218,0.0002380464,0.006377838,0.00001558874,0.0001253043,8.833068e-7,0.000008019043,0.00000820913,0.00000427218],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5539066,"threshold_uncertainty_score":0.4007205,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005424202592881338,"score_gpt":0.2145773991062973,"score_spread":0.209153196513416,"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."}}