{"id":"W3127116215","doi":"10.1016/j.engstruct.2021.111922","title":"Flexural behavior of reinforced concrete T-section beams strengthened by NSM FRP bars","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University","funders":"","keywords":"Flexural strength; Fibre-reinforced plastic; Materials science; Structural engineering; Stiffness; Beam (structure); Ductility (Earth science); Cracking; Composite material; Flexural rigidity; Reinforced concrete; Engineering; Creep","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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00004947884,0.0004351565,0.0004540442,0.0001438291,0.00005587428,0.00006069286,0.0002740602,0.0002799209,0.0003185043],"category_scores_gemma":[0.00007906185,0.0004653451,0.0001925076,0.0003302784,0.0000520985,0.0002510536,0.00005800672,0.0004413648,0.000004268074],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001197929,"about_ca_system_score_gemma":0.0000330957,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004024526,"about_ca_topic_score_gemma":1.211689e-7,"domain_scores_codex":[0.9982969,0.00001472405,0.0005273891,0.0002993273,0.0003732378,0.0004883933],"domain_scores_gemma":[0.9990901,0.00006830542,0.00007843298,0.0004874034,0.0001087937,0.00016692],"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":[0.000008930181,9.366655e-8,0.0000425145,0.00009611993,0.00007248721,0.00002199471,0.0001389466,0.3219363,0.6746926,0.0006412065,0.0004249357,0.00192387],"study_design_scores_gemma":[0.000677371,0.00004939567,0.002504225,0.00003677138,0.000102332,0.0001027407,0.00006787581,0.03356406,0.9603461,0.00001172106,0.001968542,0.0005688524],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9879501,0.0008555057,0.007774218,0.000008689485,0.00200476,0.0002151497,0.0001241537,0.0007804544,0.0002869797],"genre_scores_gemma":[0.984716,0.00004234706,0.01435936,0.00001781085,0.000207528,0.00003605214,0.0002226486,0.0001099906,0.0002882713],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2883722,"threshold_uncertainty_score":0.9997798,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005298788218929013,"score_gpt":0.2043706474956938,"score_spread":0.1990718592767648,"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."}}