{"id":"W2744345938","doi":"10.1016/j.conbuildmat.2017.08.006","title":"Relationship between the shear capacity and the flexural cracking load of FRP reinforced concrete beams","year":2017,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Cracking; Materials science; Shear (geology); Flexural strength; Structural engineering; Beam (structure); Composite material; Reinforced concrete; Bending; Reinforcement; T-beam; Shear strength (soil); Geology; 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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004084879,0.0001551298,0.000289933,0.00003300157,0.0006236319,0.0003367239,0.0002017847,0.0001072256,0.00003134956],"category_scores_gemma":[0.0003510415,0.00009811961,0.00004114267,0.00003237908,0.001107544,0.0003141056,0.00008650542,0.0001470583,0.000001538738],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002725838,"about_ca_system_score_gemma":0.00001283177,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001607225,"about_ca_topic_score_gemma":2.318133e-7,"domain_scores_codex":[0.9991527,0.0000537955,0.0003464581,0.00012828,0.0001520461,0.0001667071],"domain_scores_gemma":[0.9990534,0.0002647103,0.000218854,0.000358437,0.00005855235,0.00004605777],"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":[0.0001492405,3.89803e-8,0.04346475,0.0002705165,0.0001308673,0.000001418433,0.001241438,0.0003665371,0.8418582,0.1011321,0.00005112488,0.01133372],"study_design_scores_gemma":[0.001662845,0.00001784139,0.1256847,0.0001212358,0.0001597514,0.0001160807,0.0001874156,0.0005589125,0.8692086,0.001748042,0.0002607378,0.0002738478],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977701,0.00007254803,0.0006345197,0.0001519455,0.0007066847,0.0002452835,0.00002526302,0.00008026491,0.0003134201],"genre_scores_gemma":[0.9972723,0.00003479288,0.002473311,0.00001210765,0.0001614546,0.000008989822,0.000002984352,0.00001420914,0.00001987474],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09938409,"threshold_uncertainty_score":0.4796535,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02939458832522488,"score_gpt":0.2548922686435786,"score_spread":0.2254976803183537,"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."}}