{"id":"W2790304456","doi":"","title":"Concrete contribution to the shear resistance of FRP-reinforced concrete beams","year":2006,"lang":"en","type":"article","venue":"Knowledge UdeS (Institutional Deposit of the University of Sherbrooke)","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Reinforced concrete; Structural engineering; Shear (geology); Geotechnical engineering; Geology; Materials science; Forensic engineering; Engineering; Composite material","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003900342,0.0006963328,0.0003719312,0.0004763928,0.0002296264,0.0003595354,0.000372809,0.0003867906,0.002125031],"category_scores_gemma":[0.0009629357,0.0003936544,0.0003136266,0.0001958716,0.0004479529,0.0001848098,0.0003214271,0.0004043184,0.000779791],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002785552,"about_ca_system_score_gemma":0.0003710969,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001984935,"about_ca_topic_score_gemma":0.003613557,"domain_scores_codex":[0.999697,0.0000448409,0.00001384224,0.00005667712,0.0001327335,0.00005493738],"domain_scores_gemma":[0.9992772,0.000224031,0.0001623302,0.00006229292,0.0001673496,0.0001068349],"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":[0.0002255066,0.00003389764,0.00496861,0.00007216133,0.00002741214,0.00018224,0.00007874074,0.005229952,0.9826922,0.0001463093,0.00003259037,0.006310374],"study_design_scores_gemma":[0.00002522958,0.001123012,0.05466101,0.00003285171,0.0001134015,0.0002852608,0.0001250051,0.02229848,0.9200006,0.0001146215,0.001191644,0.00002889487],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9960365,0.0004157495,0.001998296,0.00001516606,0.00001011385,0.00001164267,0.00004698198,0.00005935263,0.001406349],"genre_scores_gemma":[0.9984389,0.0001759384,0.0004622119,0.000004187571,0.000001566747,0.000004488394,0.00003781718,0.000009706087,0.0008651659],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002125031,"threshold_uncertainty_score":0.007108927,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005984734109892703,"score_gpt":0.1822816977199175,"score_spread":0.1762969636100248,"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."}}