{"id":"W1972829759","doi":"10.1520/jte100090","title":"A Test Method to Determine Low-Cycle-Fatigue Behavior of Wrinkled Pipe","year":2007,"lang":"en","type":"article","venue":"Journal of Testing and Evaluation","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta; University of Windsor","funders":"","keywords":"Wrinkle; Structural engineering; Curvature; Deformation (meteorology); Buckling; Fracture (geology); Materials science; Stress (linguistics); Pipeline transport; Geotechnical engineering; Engineering; Composite material; Mechanical engineering","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0003432725,0.0003645543,0.000207268,0.0008650458,0.0002016963,0.0001822828,0.0005501125,0.0004609234,0.001692185],"category_scores_gemma":[0.000956119,0.0002027198,0.0001793097,0.000328475,0.0002177115,0.0003428388,0.000305991,0.0002233595,0.00039291],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001934006,"about_ca_system_score_gemma":0.0002617358,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001242007,"about_ca_topic_score_gemma":0.002413408,"domain_scores_codex":[0.9995787,0.000054964,0.00001910596,0.00005763453,0.0002651851,0.00002450703],"domain_scores_gemma":[0.9989347,0.0002153876,0.000194351,0.0001451837,0.0004416335,0.00006872619],"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":[0.0002128921,0.0001020078,0.01120481,0.00007996675,0.00001706106,0.0001607762,0.0001160068,0.008635426,0.9486766,0.0001850639,0.0002132123,0.03039611],"study_design_scores_gemma":[0.00004724283,0.004177013,0.05101101,0.00002484411,0.0000290158,0.0007655849,0.0001792105,0.1718509,0.7686076,0.0002577312,0.00299554,0.00005433153],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.854912,0.000221164,0.141488,0.00003758799,0.00002245927,0.0001668653,0.0004699446,0.0007310493,0.001951028],"genre_scores_gemma":[0.9630671,0.00007312129,0.03519864,0.00002047416,0.000003614069,0.00008445394,0.0003167486,0.00002352102,0.001212407],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.001692185,"threshold_uncertainty_score":0.005660892,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.06952943081278133,"score_gpt":0.3592112323579048,"score_spread":0.2896818015451234,"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."}}