{"id":"W3103926138","doi":"10.1016/j.compstruct.2020.113329","title":"Experimental study of a novel continuous FRP-UHPC hybrid beam","year":2020,"lang":"en","type":"article","venue":"Composite Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Fibre-reinforced plastic; Slab; Materials science; Cracking; Flange; Structural engineering; Beam (structure); Durability; Composite material; Ductility (Earth science); Slippage; Reinforcement; Stiffness; Ultimate tensile strength; Ultimate load; Composite number; Creep; Engineering; Finite element method","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":[0.0003754561,0.0002816052,0.0002206541,0.0001940201,0.0003137603,0.0001794672,0.000521649,0.0006552069,0.003343903],"category_scores_gemma":[0.0002770091,0.0002145753,0.0001687493,0.0002132787,0.0004759811,0.0003695757,0.0003473127,0.0002908008,0.0005121776],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001842088,"about_ca_system_score_gemma":0.0002042524,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006956344,"about_ca_topic_score_gemma":0.0009915351,"domain_scores_codex":[0.9997875,0.00002169363,0.000004668261,0.00005899201,0.00009166588,0.00003553562],"domain_scores_gemma":[0.999535,0.0001335552,0.00007318319,0.00008345964,0.0001208303,0.00005408112],"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":[0.0002587513,0.0001787671,0.0008533078,0.00004062513,0.000009171701,0.0001149973,0.00009719955,0.002084972,0.9931518,0.0003757664,0.0001394727,0.002695192],"study_design_scores_gemma":[0.0001116029,0.003941136,0.02319496,0.00001616711,0.00003958021,0.0002874231,0.00021751,0.02729934,0.9411538,0.0001389178,0.003562153,0.00003735341],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9876365,0.00005906237,0.009898112,0.00002781095,0.00001619756,0.00003026252,0.0001773081,0.0001187632,0.002035913],"genre_scores_gemma":[0.9906619,0.00004223788,0.006478339,0.00001527638,0.000004740836,0.00004069283,0.000103032,0.00001669537,0.002637129],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003343903,"threshold_uncertainty_score":0.01118648,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01704158176533959,"score_gpt":0.2450633906408471,"score_spread":0.2280218088755075,"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."}}