{"id":"W2268541282","doi":"10.1177/0731684415617840","title":"Bond mechanism of a new anchorage technique for FRP shear-strengthened T-beams using CFRP rope","year":2015,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Materials science; Rope; Structural engineering; Composite material; Carbon fiber reinforced polymer; Ductility (Earth science); Flange; Shear (geology); Bond strength; Reinforced concrete; Adhesive; Layer (electronics); Engineering","routes":{"ca_aff":true,"ca_fund":true,"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":[0.0002550983,0.0003197342,0.000163873,0.0003231381,0.0002232611,0.0001445428,0.0004386856,0.0004332107,0.001424166],"category_scores_gemma":[0.0003244219,0.0002791074,0.0002539721,0.0001350709,0.0002900629,0.0004651572,0.0002916171,0.0003357026,0.0003361409],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009170661,"about_ca_system_score_gemma":0.0001113037,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003699894,"about_ca_topic_score_gemma":0.0004291846,"domain_scores_codex":[0.9998208,0.00002041011,0.000009021903,0.00003842591,0.0000835128,0.00002777053],"domain_scores_gemma":[0.9997646,0.00004061226,0.00009314946,0.00002935503,0.0000538934,0.00001838981],"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":[0.0000642091,0.00003025296,0.001027777,0.00009676489,0.00001349734,0.0002639268,0.0001180433,0.001057114,0.988226,0.0005516298,0.00006850804,0.008482162],"study_design_scores_gemma":[0.00001397629,0.0007436207,0.008814009,0.00001491021,0.00003553874,0.0007240212,0.00009915009,0.01336515,0.9734222,0.0001658998,0.002574836,0.00002677426],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9569912,0.0005920301,0.04054861,0.00002323418,0.00003052302,0.00006735546,0.00004473455,0.0001236734,0.001578545],"genre_scores_gemma":[0.9874862,0.0002642103,0.01050543,0.000008596115,0.000004131759,0.00002707815,0.0000206063,0.00000632303,0.0016774],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001424166,"threshold_uncertainty_score":0.004764318,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02240452481534509,"score_gpt":0.2409414827025658,"score_spread":0.2185369578872207,"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."}}