{"id":"W4386689848","doi":"10.1002/cepa.2696","title":"Shear Capacity of Channel Shear Connectors Applied in Composite Slabs with Profiled Steel Decking","year":2023,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"ArcelorMittal","keywords":"Cable gland; Flange; Structural engineering; Composite number; Shear (geology); Welding; Materials science; Finite element method; Stiffness; Ductility (Earth science); Composite material; Engineering; Mechanical engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000848755,0.0005061096,0.0004719779,0.000940308,0.0002779051,0.0004060065,0.0004492537,0.0003962679,0.002510775],"category_scores_gemma":[0.001400131,0.0003388465,0.0002705741,0.0005274168,0.0006345024,0.0002962428,0.0003369697,0.0002858241,0.0003980538],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004842041,"about_ca_system_score_gemma":0.0004339884,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001964106,"about_ca_topic_score_gemma":0.003938633,"domain_scores_codex":[0.9996039,0.00004555236,0.0000211482,0.00006020301,0.0001837052,0.00008544888],"domain_scores_gemma":[0.9989869,0.0003170864,0.0001690527,0.0001233016,0.0003024635,0.0001010949],"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":[0.0008122446,0.00004355808,0.005711826,0.0001253226,0.00002303911,0.0001804923,0.00023014,0.01872707,0.9668393,0.0001722874,0.0001017929,0.007032872],"study_design_scores_gemma":[0.00002715924,0.001023505,0.06992561,0.00003154189,0.00007338719,0.0001067362,0.0004623119,0.04421381,0.8829776,0.0001442919,0.000978049,0.0000359169],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985011,0.0000873578,0.0008984695,0.00000501942,0.000004905456,0.000005045033,0.0000833129,0.00003346179,0.0003814148],"genre_scores_gemma":[0.9993114,0.00003055098,0.000307654,0.000001895859,9.269862e-7,0.000003554226,0.00005622761,0.000008186654,0.0002794132],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002510775,"threshold_uncertainty_score":0.008399427,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01274731880669553,"score_gpt":0.1957596526269168,"score_spread":0.1830123338202213,"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."}}