{"id":"W2015359217","doi":"10.1061/(asce)cc.1943-5614.0000369","title":"Postfatigue Monotonic Behavior of RC Beams Strengthened with Prestressed NSM CFRP Strips: Ductility Evaluation","year":2013,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; University of Calgary","keywords":"Materials science; Ductility (Earth science); Beam (structure); Composite material; Structural engineering; Ultimate tensile strength; Flexural strength; Carbon fiber reinforced polymer; Ultimate load; Prestressed concrete; STRIPS; Reinforced concrete; Finite element method; Creep","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002067783,0.0002263255,0.0003946852,0.0002215898,0.0000723194,0.00005962286,0.0002038546,0.0001192129,0.0001208044],"category_scores_gemma":[0.00005077836,0.0001893987,0.0001519404,0.000172754,0.0001268254,0.0007498725,0.00001335894,0.0002642062,0.000001511509],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001666143,"about_ca_system_score_gemma":0.00009697941,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002353863,"about_ca_topic_score_gemma":0.000001156282,"domain_scores_codex":[0.9983447,0.00005349452,0.0007604677,0.0001335,0.0004939046,0.0002139217],"domain_scores_gemma":[0.9978411,0.0001354565,0.0005589292,0.0002375944,0.001116905,0.0001100194],"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":[0.0002252832,0.00001026872,0.007676958,0.0001218068,0.0002512575,0.000002113951,0.0002212678,0.03619609,0.8048593,0.00009661596,0.00005218729,0.1502869],"study_design_scores_gemma":[0.003046629,0.001054509,0.05567364,0.0001944402,0.0009176942,0.0004669495,0.0003700569,0.04113048,0.8963686,0.000385517,0.00004315215,0.0003483832],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9926753,0.0002150264,0.005265506,0.00002124751,0.0005731169,0.001055759,0.00002327755,0.00005032856,0.0001204098],"genre_scores_gemma":[0.9633749,0.00001823765,0.03639232,0.000002133808,0.00009319287,0.00006237026,0.00002205911,0.0000279766,0.000006810614],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1499385,"threshold_uncertainty_score":0.7723455,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0118342187060404,"score_gpt":0.2351931707106236,"score_spread":0.2233589520045832,"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."}}