{"id":"W2094662120","doi":"10.1177/0731684409103143","title":"Punching Shear of Two-way Slabs Retrofitted with Prestressed or Non-prestressed CFRP Sheets","year":2009,"lang":"en","type":"article","venue":"Journal of Reinforced Plastics and Composites","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":true,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"","keywords":"Materials science; Slab; Structural engineering; Reinforcement; Cracking; Shear (geology); Punching; Finite element method; Composite material; Failure mode and effects analysis; Prestressed concrete; Shear stress; Engineering","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008919682,0.0003308924,0.0006002208,0.0002578141,0.0000768165,0.0001130018,0.000310683,0.0001179525,0.00003947378],"category_scores_gemma":[0.00006481337,0.0002306179,0.00009139076,0.0002409625,0.00007223738,0.0003708825,0.00003229468,0.0004570628,0.000001135637],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003905364,"about_ca_system_score_gemma":0.00005893102,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009908253,"about_ca_topic_score_gemma":8.645058e-7,"domain_scores_codex":[0.9983159,0.00001605693,0.0007411506,0.0001321997,0.0004639385,0.0003307143],"domain_scores_gemma":[0.9986094,0.000297711,0.0003929646,0.0002256803,0.0002442652,0.0002299913],"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":[0.0007980459,0.000001788295,0.0008474528,0.0001371992,0.0002008122,0.0002405181,0.0002525648,0.3862858,0.6069066,0.0002750958,0.0001564571,0.003897738],"study_design_scores_gemma":[0.005424069,0.004104527,0.02125292,0.001450737,0.0004665641,0.0005799427,0.0001318005,0.3068282,0.6587229,0.00005684574,0.0002213142,0.0007601893],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9860557,0.0001888085,0.01254206,0.00002983868,0.0001912013,0.0001532244,0.00001320298,0.00005348899,0.0007724562],"genre_scores_gemma":[0.9842292,0.0001080769,0.01541502,0.00002602622,0.0001121554,0.000001018556,0.000007730459,0.00002984627,0.00007091471],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07945756,"threshold_uncertainty_score":0.9404327,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006544798440052836,"score_gpt":0.2140508684017729,"score_spread":0.2075060699617201,"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."}}