{"id":"W2141908296","doi":"10.1061/(asce)1090-0268(2006)10:5(370)","title":"Residual Tensile Properties of GFRP Reinforcing Bars after Loading in Severe Environments","year":2006,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":72,"is_retracted":false,"has_abstract":true,"ca_institutions":"Natural Sciences and Engineering Research Council; Université de Sherbrooke","funders":"Pultrall; Université de Sherbrooke","keywords":"Materials science; Ultimate tensile strength; Serviceability (structure); Composite material; Fibre-reinforced plastic; Reinforcement; Residual strength; Young's modulus; Modulus; Structural 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":[0.0002359866,0.000351423,0.0002114724,0.0001773218,0.0001778624,0.0001502878,0.0002050221,0.0003208316,0.001027793],"category_scores_gemma":[0.0004181715,0.000187707,0.0002118755,0.0001307822,0.0002744926,0.0002230609,0.0001589333,0.0003295119,0.0002125213],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001457122,"about_ca_system_score_gemma":0.00009834048,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00119715,"about_ca_topic_score_gemma":0.002643195,"domain_scores_codex":[0.9997246,0.00002401147,0.00001747278,0.00003931642,0.0001340703,0.00006055048],"domain_scores_gemma":[0.9995222,0.0000737986,0.0001562944,0.00003913818,0.0001279574,0.00008052491],"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":[0.0001640575,0.00001936606,0.001174156,0.00002281118,0.000007311752,0.00007402172,0.00006281345,0.0002919101,0.9970455,0.00001024435,0.00001338927,0.00111448],"study_design_scores_gemma":[0.00000394896,0.001037941,0.02431323,0.000005642901,0.00001899125,0.00009311164,0.0001085962,0.001072249,0.9730344,0.000008348316,0.0002949958,0.000008374487],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993958,0.0001088716,0.0002628676,0.000003851006,0.000004110727,0.000002218737,0.00002991378,0.00001044879,0.0001818188],"genre_scores_gemma":[0.99901,0.00005904853,0.0001897918,0.000005125733,0.000001771305,0.000002864233,0.0000917614,0.000007363099,0.0006322748],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00119715,"threshold_uncertainty_score":0.003438294,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006138897055869729,"score_gpt":0.1811094393494954,"score_spread":0.1749705422936257,"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."}}