{"id":"W2905345399","doi":"10.1016/j.conbuildmat.2018.12.039","title":"On bond-slip response and development length of steel bars in pre-cracked concrete","year":2018,"lang":"en","type":"article","venue":"Construction and Building Materials","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Hydro-Québec","keywords":"Cracking; Materials science; Bond; Slip (aerodynamics); Bond strength; Structural engineering; Residual; Ultimate tensile strength; Steel bar; Bar (unit); Composite material; Engineering; Computer science; Geology; Adhesive; Thermodynamics; 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":[0.0001667148,0.0001491621,0.0001565462,0.000238615,0.0001387802,0.000124026,0.0002083858,0.0003201157,0.002213552],"category_scores_gemma":[0.0004857907,0.000137318,0.0001578207,0.00008632306,0.000193719,0.0001464932,0.0001253073,0.0002821793,0.0003883461],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002472873,"about_ca_system_score_gemma":0.0001454233,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002558701,"about_ca_topic_score_gemma":0.0039179,"domain_scores_codex":[0.9999207,0.00001026061,0.000002430336,0.0000147773,0.00003132605,0.00002047363],"domain_scores_gemma":[0.9994975,0.0002313684,0.00004562115,0.00002532877,0.0001566388,0.00004344847],"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":[0.00131283,0.0003123274,0.01722081,0.000115279,0.00002324337,0.0003922656,0.000317835,0.04542786,0.9165936,0.0004316926,0.0002865277,0.0175656],"study_design_scores_gemma":[0.00002591338,0.001268685,0.2215009,0.00002230273,0.00003803583,0.0002434823,0.0004793612,0.2748841,0.5003933,0.0002656637,0.0008374165,0.00004088244],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985614,0.00005370558,0.0008314323,0.000007895447,0.00000242973,0.000002327344,0.00002324989,0.00001067693,0.0005069072],"genre_scores_gemma":[0.9992045,0.00002822589,0.0001147417,0.000002858612,0.000001132433,0.000001174064,0.00003157829,0.000003097166,0.0006127515],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002558701,"threshold_uncertainty_score":0.007405043,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01088762168469218,"score_gpt":0.2315458704990716,"score_spread":0.2206582488143794,"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."}}