{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003685798,0.0003989962,0.0004812537,0.0005166691,0.0004507919,0.0003425608,0.000728889,0.000943546,0.00177351],"category_scores_gemma":[0.0008787161,0.0002341472,0.0002912429,0.0004989197,0.0008219131,0.0003834711,0.0004011723,0.0005070553,0.0001373379],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004275073,"about_ca_system_score_gemma":0.0003656289,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004953062,"about_ca_topic_score_gemma":0.006401261,"domain_scores_codex":[0.9997727,0.00002034208,0.00001460087,0.00004028028,0.00008933317,0.00006260099],"domain_scores_gemma":[0.9992172,0.0003329164,0.0001250271,0.00008778689,0.0001626102,0.00007447386],"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":[0.0004109321,0.0006880285,0.01104355,0.000198902,0.00002341723,0.0005541452,0.0003586554,0.8831354,0.09120751,0.001499693,0.0004910363,0.01038885],"study_design_scores_gemma":[0.00002704206,0.0003480778,0.00518002,0.00000872858,0.00001117764,0.0000439995,0.0001162967,0.9786503,0.01525268,0.0001396886,0.0002028721,0.00001900503],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9947247,0.00003516514,0.002138485,0.00003149025,0.00001116154,0.00001831515,0.0001436384,0.00007168791,0.002825472],"genre_scores_gemma":[0.9979032,0.0000273584,0.001584591,0.000004880659,0.000001503519,0.00001434446,0.00005404198,0.000004961997,0.0004050751],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004953062,"threshold_uncertainty_score":0.009848475,"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."}}