{"id":"W2002948463","doi":"10.1061/(asce)1090-0268(2004)8:5(452)","title":"Concrete Contribution to the Shear Resistance of Fiber Reinforced Polymer Reinforced Concrete Members","year":2004,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":190,"is_retracted":false,"has_abstract":true,"ca_institutions":"Carleton University","funders":"Public Works and Government Services Canada; Government of Canada","keywords":"Materials science; Flexural strength; Reinforcement; Reinforced concrete; Shear (geology); Composite material; Structural engineering; Fibre-reinforced plastic; Test data; Bending; Engineering","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true,"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":[0.0008834578,0.0006294067,0.0003549754,0.0009035268,0.0003655187,0.0003095336,0.0005052104,0.0003743683,0.001572932],"category_scores_gemma":[0.001877778,0.0004058565,0.0002997852,0.00023592,0.0004720022,0.0002626166,0.0005617073,0.0003152057,0.0008372184],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003283682,"about_ca_system_score_gemma":0.000430087,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002971493,"about_ca_topic_score_gemma":0.005614102,"domain_scores_codex":[0.9992796,0.00009697881,0.00004145871,0.00008650995,0.0003497777,0.0001457851],"domain_scores_gemma":[0.9985893,0.000387331,0.0002161724,0.0001257018,0.0005274442,0.0001539346],"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":[0.0007335833,0.0001000049,0.06989091,0.00009186732,0.00006015384,0.0005495794,0.0008414529,0.03419748,0.867439,0.0005054785,0.0001102792,0.02548022],"study_design_scores_gemma":[0.00002325049,0.002614393,0.1680353,0.00004597542,0.0002060613,0.001026893,0.0007166184,0.06451316,0.7609313,0.0002948158,0.001522062,0.00007013871],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997922,0.00003284545,0.001126153,0.000004193177,0.000001824407,0.000004593159,0.00001850471,0.00001837022,0.0008716302],"genre_scores_gemma":[0.9990233,0.00002073668,0.0003458553,0.00000120258,8.357226e-7,0.000003071798,0.00002730013,0.000004796065,0.0005729774],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002971493,"threshold_uncertainty_score":0.00590843,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.00613184674259896,"score_gpt":0.2198114751408713,"score_spread":0.2136796283982724,"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."}}