{"id":"W3135881898","doi":"10.2749/newyork.2019.0460","title":"Finite element modeling of concrete beams reinforced with basalt FRP bars","year":2019,"lang":"en","type":"article","venue":"Report","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Queen's University","funders":"","keywords":"Fibre-reinforced plastic; Materials science; Cracking; Parametric statistics; Finite element method; Tension (geology); Structural engineering; Corrosion; Calibration; Basalt fiber; Composite material; Compression (physics); Nonlinear system; Reinforced solid; Ductility (Earth science); Reinforced concrete; Fiber; Engineering; Mathematics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002938532,0.0004245583,0.000441555,0.0005155572,0.0003554377,0.0006295344,0.0009905787,0.001406615,0.001821761],"category_scores_gemma":[0.000544094,0.0004344383,0.0005622866,0.0002983339,0.0006767784,0.0004334364,0.0004261041,0.0004394603,0.0005036977],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004416879,"about_ca_system_score_gemma":0.0007233532,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007670112,"about_ca_topic_score_gemma":0.006122688,"domain_scores_codex":[0.9998486,0.00004146856,0.00000840849,0.00002264834,0.00005674954,0.0000220262],"domain_scores_gemma":[0.9997914,0.00008627669,0.00003594957,0.00002210315,0.0000459941,0.00001820317],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00001729627,0.00002258808,0.0004346179,0.00001806087,0.00000937925,0.00005942376,0.00005088904,0.9886395,0.007253622,0.001275557,0.00005714334,0.002161865],"study_design_scores_gemma":[0.000002453591,0.00001296126,0.0002357944,0.000004619925,0.000002384447,0.0000134745,0.00001567755,0.9982082,0.001059226,0.0001636317,0.0002778894,0.000003656806],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.4969389,0.0003781308,0.4798675,0.0002694633,0.00005723386,0.0001188606,0.0004801693,0.0006276247,0.02126226],"genre_scores_gemma":[0.9513238,0.0002278119,0.03829737,0.0000348727,0.000008657651,0.0001403115,0.0001999198,0.0000711722,0.009696137],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007670112,"threshold_uncertainty_score":0.01525092,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.010682615510159,"score_gpt":0.2182258328981305,"score_spread":0.2075432173879715,"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."}}