{"id":"W2220047517","doi":"10.1080/13287982.2010.11465058","title":"Numerical Modelling of Shear Crack Angles in Frp Shear-Strengthened Reinforced Concrete Beams","year":2010,"lang":"en","type":"article","venue":"Australian Journal of Structural Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Shear (geology); Structural engineering; Materials science; Reinforced concrete; Beam (structure); Slip (aerodynamics); Finite element method; Deflection (physics); Composite material; Engineering; Physics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005114519,0.0003670322,0.0003212742,0.0004602238,0.0002656175,0.0004250325,0.0005593744,0.0007019399,0.0008368978],"category_scores_gemma":[0.00103816,0.0003770744,0.0003742795,0.0003094217,0.0006001642,0.0003179795,0.0003334946,0.0003786074,0.0001563442],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006561007,"about_ca_system_score_gemma":0.0005101641,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006300228,"about_ca_topic_score_gemma":0.004690576,"domain_scores_codex":[0.9998454,0.00003787182,0.00000868632,0.00002062518,0.0000651727,0.00002213597],"domain_scores_gemma":[0.9994459,0.0002666152,0.000103116,0.00004829101,0.000111614,0.00002457309],"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":[0.0000377681,0.0000192011,0.00199427,0.00002042834,0.000007376762,0.000064863,0.00005577991,0.9811683,0.01312858,0.0006271271,0.00003760626,0.002838721],"study_design_scores_gemma":[0.000002408179,0.00001504557,0.0004466308,0.000002749907,0.000001347541,0.000004728062,0.000006761368,0.9977217,0.001687298,0.00006270619,0.00004617201,0.000002536873],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9245117,0.00009911224,0.07128125,0.00005381839,0.00001513943,0.00003568874,0.0001101461,0.0001531131,0.003740039],"genre_scores_gemma":[0.9889903,0.00004218552,0.01010454,0.000004936229,0.000001906817,0.00002706628,0.00003391422,0.00001326032,0.0007818886],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006300228,"threshold_uncertainty_score":0.01252717,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01514750481736839,"score_gpt":0.22559581843962,"score_spread":0.2104483136222516,"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."}}