{"id":"W2335697648","doi":"10.1115/ipc2008-64526","title":"Compressive Strain Limits of High-Strength Linepipes","year":2008,"lang":"en","type":"article","venue":"","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"TransCanada (Canada)","funders":"","keywords":"Materials science; Compressive strength; Compression (physics); Strain hardening exponent; Hardening (computing); Bending; Structural engineering; Composite material; Mechanics; Physics; 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000363439,0.0005634352,0.0002509479,0.0008537727,0.0001605607,0.0004731924,0.0005595997,0.0006734742,0.001958804],"category_scores_gemma":[0.001911014,0.0002932551,0.0002114817,0.0003318239,0.0003991043,0.0009559595,0.0003625771,0.0003601606,0.0004789369],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002616749,"about_ca_system_score_gemma":0.0002153437,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001130615,"about_ca_topic_score_gemma":0.001080409,"domain_scores_codex":[0.9997432,0.00002635367,0.00001484689,0.00006228614,0.0001148283,0.00003857669],"domain_scores_gemma":[0.9991025,0.000422411,0.000189563,0.00007103056,0.0001775298,0.00003688336],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003839765,0.0001388745,0.02444791,0.0003834631,0.00003346792,0.0007890288,0.0002260401,0.6146796,0.2658288,0.004936367,0.0008994512,0.08725304],"study_design_scores_gemma":[0.00001159635,0.0001722522,0.01925466,0.00004982902,0.00001029698,0.0002420268,0.00009292478,0.8519553,0.1251948,0.001752741,0.00121506,0.00004860344],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.884767,0.0006692364,0.1041572,0.0001070476,0.00001532509,0.00003815793,0.0004183224,0.0006435222,0.009184275],"genre_scores_gemma":[0.9944634,0.000171156,0.004290967,0.00001172784,0.000003923097,0.00002004988,0.0001901252,0.0000212996,0.0008274585],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001958804,"threshold_uncertainty_score":0.006552875,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01095758930636486,"score_gpt":0.1974031432826586,"score_spread":0.1864455539762937,"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."}}