{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003837985,0.0008290637,0.0004267063,0.0004278653,0.000248295,0.0001908576,0.0004348223,0.0005625603,0.00174146],"category_scores_gemma":[0.0005516864,0.0003599081,0.0003561934,0.000275102,0.0004944498,0.000266062,0.0003485247,0.0003925592,0.0002921071],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002005115,"about_ca_system_score_gemma":0.0002364731,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001521885,"about_ca_topic_score_gemma":0.004289273,"domain_scores_codex":[0.9996511,0.00003579995,0.00002341168,0.00005128536,0.0001703729,0.00006807529],"domain_scores_gemma":[0.9992926,0.0001481976,0.0002057839,0.0001149527,0.0001322807,0.0001063129],"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":[0.0005244465,0.00006808738,0.005017435,0.00007316526,0.00004181046,0.000328597,0.0002621956,0.003301337,0.9844206,0.00004894183,0.00005096383,0.005862501],"study_design_scores_gemma":[0.00003352328,0.003338013,0.08864212,0.00002900794,0.00007545068,0.0004078483,0.0003850127,0.01260766,0.8935723,0.00004390075,0.0008247528,0.00004023906],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992846,0.00005250299,0.0004327605,0.000004290871,0.000004286266,0.000004411123,0.00004546203,0.00002707229,0.0001447118],"genre_scores_gemma":[0.9969379,0.00005894623,0.002168409,0.000005190571,0.000002170283,0.000004858837,0.0001154989,0.000007937338,0.0006992196],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00174146,"threshold_uncertainty_score":0.005825818,"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."}}