{"id":"W2301907699","doi":"10.1061/(asce)cc.1943-5614.0000687","title":"Beam-Testing Method for Assessment of Bond Performance of FRP Bars in Concrete under Tension–Compression Reversed Cyclic Loading","year":2016,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Materials science; Tension (geology); Fibre-reinforced plastic; Structural engineering; Composite material; Compression (physics); Bar (unit); Beam (structure); Limiting; Engineering","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":[],"consensus_categories":[],"category_scores_codex":[0.0003711874,0.000167354,0.0005092412,0.0003211938,0.00004763945,0.00001134494,0.0001471747,0.0001055765,0.000007371943],"category_scores_gemma":[0.00008840017,0.0001274689,0.0001606962,0.0001688096,0.00007465942,0.0003966107,0.0000218857,0.0001483626,1.077432e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001604594,"about_ca_system_score_gemma":0.00005501986,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005005331,"about_ca_topic_score_gemma":1.113863e-7,"domain_scores_codex":[0.9985055,0.00002547921,0.0009253538,0.0001125633,0.0002283926,0.0002027375],"domain_scores_gemma":[0.9978769,0.0008201044,0.000684201,0.0001310102,0.0004242157,0.00006353192],"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":[0.0001280593,5.094685e-7,0.005530831,0.0001641811,0.00004929294,6.213297e-7,0.00002770199,0.02008658,0.9557003,0.0001845233,0.0000135059,0.01811391],"study_design_scores_gemma":[0.002418891,0.0004678823,0.009353566,0.001197795,0.0001210641,0.0002235924,0.00007809514,0.1062533,0.879409,0.0002679922,0.00004005673,0.0001686812],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7746334,0.00006167933,0.2244603,0.00002019295,0.0004743081,0.0002641887,0.00001428059,0.00001687243,0.00005474027],"genre_scores_gemma":[0.6037808,0.00001579997,0.3961331,0.0000036676,0.00004165635,0.00000424491,0.00000170548,0.00001543851,0.000003524309],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1716728,"threshold_uncertainty_score":0.5198031,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02334386477758401,"score_gpt":0.2894527235336859,"score_spread":0.2661088587561019,"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."}}