{"id":"W2000851700","doi":"10.1016/j.engstruct.2015.04.016","title":"Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":757,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Slab; Finite element method; Structural engineering; Cracking; Punching; Shear (geology); Plasticity; Materials science; Nonlinear system; Constitutive equation; Geotechnical engineering; Geology; Engineering; Composite material","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":[0.0003182149,0.0004045588,0.000661195,0.0005004363,0.0004655844,0.0003807772,0.0009167119,0.001099137,0.003503913],"category_scores_gemma":[0.0007436944,0.0005244188,0.0005027273,0.0003861889,0.000480446,0.000419817,0.0003582493,0.0005324619,0.0004037744],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004050448,"about_ca_system_score_gemma":0.0008620564,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006522737,"about_ca_topic_score_gemma":0.006929199,"domain_scores_codex":[0.9998398,0.00003714715,0.00000915918,0.0000217234,0.00006575813,0.00002633662],"domain_scores_gemma":[0.9996035,0.000189625,0.00003950897,0.00005335607,0.00009223552,0.00002176562],"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":[0.00004238928,0.00006100919,0.0008300245,0.00006653187,0.0000136737,0.00009022104,0.0000670762,0.977835,0.01261255,0.00186004,0.0002690892,0.006252466],"study_design_scores_gemma":[0.000003739272,0.00001892949,0.0004534789,0.000003637131,0.00000294666,0.00001197045,0.0000159514,0.9978047,0.001373177,0.000163253,0.0001442948,0.000004006136],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7369373,0.0003059569,0.2452169,0.0002376742,0.00006831055,0.00009811152,0.0006826835,0.0009339194,0.01551899],"genre_scores_gemma":[0.9635656,0.0001134857,0.03184562,0.00002517543,0.000009499371,0.00006525794,0.0002563753,0.00009530528,0.004023684],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006522737,"threshold_uncertainty_score":0.01296955,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02136843650540199,"score_gpt":0.2443182676872606,"score_spread":0.2229498311818587,"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."}}