{"id":"W2788677216","doi":"10.1139/cjce-2017-0587","title":"Numerical and experimental simulation of dowel action across reinforced concrete (RC) cracks under two-directional loading","year":2018,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Dowel; Structural engineering; Precast concrete; Subgrade; Action (physics); Shear (geology); Mechanism (biology); Path (computing); Reinforced concrete; Beam (structure); Geotechnical engineering; Materials science; Engineering; Computer science; Composite material; Physics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001473692,0.0001514119,0.0002115858,0.0002263847,0.00007191526,0.00004310502,0.00009080695,0.00008102617,0.0001798667],"category_scores_gemma":[0.0001059084,0.0001628351,0.00006378818,0.0001626691,0.00006690011,0.0003225378,0.000007367434,0.000209767,0.000002414382],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003880565,"about_ca_system_score_gemma":0.0001061654,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003168754,"about_ca_topic_score_gemma":0.001275751,"domain_scores_codex":[0.9991094,0.00001215106,0.0003472714,0.00008647862,0.0001611909,0.0002835267],"domain_scores_gemma":[0.999274,0.0001136541,0.00008595566,0.00008575738,0.0001111932,0.0003294912],"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":[0.00002542501,1.651086e-7,0.0001022431,0.00001813176,0.00004943292,0.000008880313,0.0005036475,0.906682,0.09227104,0.00005323787,0.00002964871,0.0002561632],"study_design_scores_gemma":[0.0006011673,0.00008658251,0.003001259,0.00009245301,0.00001271843,0.0002462375,0.0001629631,0.9500914,0.04505556,0.0000145698,0.0004489316,0.000186163],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9562526,0.0003194865,0.04198618,0.00001316004,0.0009743859,0.00005359472,0.000006768134,0.00003586756,0.0003579688],"genre_scores_gemma":[0.9991981,0.000003614846,0.0004023629,0.00001364746,0.0003162891,0.000001042243,0.000001552458,0.00003250275,0.00003086089],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04721548,"threshold_uncertainty_score":0.6640221,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01205442119395773,"score_gpt":0.2630481016824286,"score_spread":0.2509936804884709,"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."}}