{"id":"W2167232623","doi":"10.3151/jact.2.289","title":"Crack Shear-Slip in Reinforced Concrete Elements","year":2004,"lang":"en","type":"article","venue":"Journal of Advanced Concrete Technology","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":68,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Slip (aerodynamics); Shear (geology); Structural engineering; Reinforced concrete; Materials science; Failure mode and effects analysis; Slip line field; Geotechnical engineering; Geology; Composite material; 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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002215764,0.0003876599,0.0007709452,0.0009733317,0.00004883187,0.00002911582,0.0007284306,0.0004134125,0.00007590336],"category_scores_gemma":[0.0002282599,0.0003830688,0.0001823382,0.0008747603,0.0002054743,0.0006326006,0.00008823723,0.001168735,0.00003577445],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005664537,"about_ca_system_score_gemma":0.0001141741,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000625511,"about_ca_topic_score_gemma":8.901204e-7,"domain_scores_codex":[0.9973021,0.00001649555,0.001359598,0.0002263702,0.0003883317,0.0007070669],"domain_scores_gemma":[0.9986566,0.00006253699,0.000437908,0.0004492816,0.0002295084,0.0001642136],"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":[0.0002020539,1.189787e-7,0.0003816035,0.00005483413,0.0001243538,0.0008851786,0.0001935764,0.06948963,0.9034663,0.0066548,0.00006664436,0.01848086],"study_design_scores_gemma":[0.01506012,0.001672793,0.0006164984,0.0006662367,0.0001156398,0.002955673,0.001022255,0.003353026,0.9602008,0.005169646,0.007846039,0.001321283],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9950271,0.0007608274,0.001542301,0.0004070675,0.0007821663,0.0002992466,0.000006129651,0.00036425,0.0008108838],"genre_scores_gemma":[0.9624493,0.0003664257,0.03684117,0.0001081833,0.00008667239,0.00001476021,0.000003490781,0.00006760458,0.00006237077],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0661366,"threshold_uncertainty_score":0.9998621,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006547256016436076,"score_gpt":0.2369769468955743,"score_spread":0.2304296908791382,"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."}}