{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001442134,0.000226687,0.0004089038,0.0003121445,0.00005580714,0.00002262341,0.0001811078,0.000100328,0.00007065938],"category_scores_gemma":[0.00002088194,0.0002063353,0.00007490659,0.001045262,0.000079122,0.00005516642,0.00004071309,0.0002434533,0.00003223374],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001121302,"about_ca_system_score_gemma":0.00001440297,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001699536,"about_ca_topic_score_gemma":0.00007740998,"domain_scores_codex":[0.9987637,0.00002180535,0.0002762336,0.000278809,0.0002583788,0.000401034],"domain_scores_gemma":[0.999461,0.0000894496,0.00004852715,0.0002876146,0.00002457474,0.00008885124],"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":[0.00004595494,0.000006436002,0.008855636,0.0002415382,0.0002248974,0.00001637175,0.002144671,0.1433849,0.8444082,0.0002808103,0.0000492945,0.0003413028],"study_design_scores_gemma":[0.002123646,0.00009371504,0.3423247,0.0003547112,0.0001702867,0.00001209125,0.002386895,0.05421491,0.5969123,0.0001391758,0.0002500935,0.001017462],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9887851,0.00003126775,0.00001173413,0.00002205934,0.0001132058,0.0002226702,0.00001238721,0.000399981,0.01040159],"genre_scores_gemma":[0.9993156,0.00001132428,0.0004487938,0.00001679162,0.00003662673,0.00002921826,0.00002474521,0.00005497336,0.000061884],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3334691,"threshold_uncertainty_score":0.8414108,"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."}}