{"id":"W4384197105","doi":"10.1061/jsendh.steng-12162","title":"Experimental Investigation of the Shear Resistance Mechanism on Hybrid NSC-UHPC Predamaged and Undamaged Unidirectional Bridge Slabs","year":2023,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Rebar; Materials science; Shear (geology); Composite material; Composite number; Slab; Structural engineering; Ultimate tensile strength; Overlay; Hardening (computing); Engineering; Computer science","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":[0.0003073417,0.0003181278,0.0002132038,0.0002134915,0.0002255595,0.0001338791,0.0002283326,0.0003388258,0.001327826],"category_scores_gemma":[0.0003568577,0.0001945063,0.0001447915,0.0001649487,0.0003613809,0.0001746637,0.0002971715,0.000344309,0.0001597158],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001267855,"about_ca_system_score_gemma":0.0001107594,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006353317,"about_ca_topic_score_gemma":0.001530137,"domain_scores_codex":[0.9997262,0.00002972704,0.00001713784,0.00006102723,0.0001100607,0.00005571901],"domain_scores_gemma":[0.9996704,0.00006317058,0.00008133712,0.00006274944,0.00008759283,0.00003467588],"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":[0.00006270664,0.0000148598,0.0005823658,0.00001813519,0.000003310165,0.00004334661,0.00007746871,0.0002966313,0.9982885,0.00002619169,0.000005993066,0.0005805332],"study_design_scores_gemma":[0.000006698249,0.001006119,0.01128116,0.000006258299,0.00001740425,0.0001339587,0.0001153071,0.002048724,0.9848585,0.00002113915,0.0004973095,0.000007480251],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9990432,0.00006033161,0.0006372359,0.000002615697,0.000002633415,0.000004974098,0.00004406313,0.00001137752,0.0001935041],"genre_scores_gemma":[0.9980972,0.00005755042,0.001372585,0.000003311795,0.000001550198,0.000008342176,0.00005488992,0.000005796665,0.0003988508],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001327826,"threshold_uncertainty_score":0.004441977,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01165600127994269,"score_gpt":0.2126262965995701,"score_spread":0.2009702953196274,"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."}}