{"id":"W1992164456","doi":"10.1061/(asce)1084-0702(2004)9:6(614)","title":"Fatigue of Joints with Staggered Holes","year":2004,"lang":"en","type":"article","venue":"Journal of Bridge Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Alberta","funders":"","keywords":"Structural engineering; Rivet; Bearing (navigation); Perpendicular; Shear stress; Finite element method; Stress (linguistics); Stress concentration; Shear (geology); Slip (aerodynamics); Fatigue limit; Materials science; Engineering; Composite material; Geometry; Mathematics; Physics","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":[0.001148778,0.0006063981,0.0004419688,0.0005908996,0.0002555141,0.0003709486,0.0009535936,0.0007220732,0.002574843],"category_scores_gemma":[0.002501249,0.0004715359,0.0005232642,0.0002771436,0.0004228597,0.0007401194,0.0003479165,0.0003120158,0.0008255049],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000271175,"about_ca_system_score_gemma":0.0003229528,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006455456,"about_ca_topic_score_gemma":0.002151364,"domain_scores_codex":[0.9992003,0.0000808387,0.000105841,0.0001194073,0.0004287389,0.00006486113],"domain_scores_gemma":[0.9972298,0.000536924,0.0005479597,0.0005092337,0.001073814,0.0001023606],"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":[0.0003743439,0.00007323817,0.02177985,0.0006176021,0.00004460381,0.0003803895,0.0004364628,0.01524936,0.8089243,0.00120475,0.001414363,0.1495007],"study_design_scores_gemma":[0.0001705749,0.007877117,0.1560871,0.0003244378,0.0002922931,0.006263847,0.0004782595,0.07960919,0.7203233,0.002892375,0.02544533,0.0002362281],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8403671,0.002152543,0.1496496,0.0001307413,0.0001255189,0.000295741,0.0003118906,0.001757721,0.005209003],"genre_scores_gemma":[0.9556224,0.0004141065,0.04100956,0.00005495689,0.00001392465,0.00008611059,0.0002301896,0.00009915789,0.002469642],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002574843,"threshold_uncertainty_score":0.008613646,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01135848455529168,"score_gpt":0.200323503225404,"score_spread":0.1889650186701123,"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."}}