{"id":"W2116824616","doi":"10.1061/(asce)cc.1943-5614.0000183","title":"Behavior of Beams Strengthened with Novel Self-Anchored Near-Surface-Mounted CFRP Bars","year":2010,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; McMaster University","keywords":"Materials science; Fibre-reinforced plastic; Delamination (geology); Bar (unit); Composite material; Reinforcement; Carbon fiber reinforced polymer; Ductility (Earth science); Structural engineering; Bending; Failure mode and effects analysis; Concrete cover; Shear (geology); Beam (structure); Reinforced concrete; Creep; 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":[0.0005403496,0.0005279731,0.0002434094,0.0004468924,0.000152544,0.0001229995,0.0004848729,0.0004703341,0.001166288],"category_scores_gemma":[0.0005233268,0.0003456552,0.0002901628,0.0001532431,0.0003374077,0.0002923323,0.000250287,0.000247039,0.0004012029],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001560195,"about_ca_system_score_gemma":0.0001130481,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006884486,"about_ca_topic_score_gemma":0.001932817,"domain_scores_codex":[0.9996551,0.00004506232,0.00002483414,0.00007983758,0.0001465886,0.00004857783],"domain_scores_gemma":[0.9994407,0.0001110564,0.000148577,0.00007511264,0.0001606726,0.00006377682],"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":[0.000110216,0.0000264178,0.001586111,0.00003403461,0.00001355629,0.00007701025,0.0001006298,0.00117813,0.9946746,0.00004046569,0.00002679227,0.00213209],"study_design_scores_gemma":[0.00001761373,0.002224982,0.02880378,0.00003010477,0.00004146435,0.0001697498,0.0001668271,0.01118779,0.956507,0.00003450285,0.0007949441,0.00002136328],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9982221,0.00009881629,0.00135469,0.000005851732,0.000006558894,0.000007064335,0.00003010957,0.0000382619,0.0002367341],"genre_scores_gemma":[0.9968835,0.00008104974,0.002159368,0.00001193193,0.000002658553,0.00001189665,0.00004931223,0.000007106742,0.0007933],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001166288,"threshold_uncertainty_score":0.003901601,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004976842960421353,"score_gpt":0.2187018744583123,"score_spread":0.2137250314978909,"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."}}