{"id":"W2140824033","doi":"10.1139/l01-088","title":"Bond behavior of high strength concrete under reversed pull-out cyclic loading","year":2002,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Materials science; Bond strength; Rebar; Composite material; Bond; Cracking; Slip (aerodynamics); Ductility (Earth science); Ultimate tensile strength; Reinforcement; Structural engineering; Creep; Adhesive; Engineering","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":[0.00027841,0.0002319848,0.000138403,0.0003997914,0.000209069,0.0001733968,0.000174314,0.0003208031,0.001843279],"category_scores_gemma":[0.000786521,0.0002258804,0.0001526395,0.0001915759,0.000356681,0.0002705996,0.0001779449,0.0002788949,0.0002684603],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002206707,"about_ca_system_score_gemma":0.0002282275,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002646786,"about_ca_topic_score_gemma":0.004635798,"domain_scores_codex":[0.9997873,0.00002309708,0.00001042125,0.0000261455,0.0001162803,0.00003674869],"domain_scores_gemma":[0.9995334,0.0000880614,0.0001381275,0.00004112495,0.0001067609,0.00009257068],"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":[0.0001956946,0.00004710459,0.006179438,0.00003454979,0.00001315456,0.0001688892,0.0002346712,0.001689689,0.9887593,0.00008256051,0.00003712581,0.002557818],"study_design_scores_gemma":[0.00002675909,0.002673303,0.1324805,0.00001820664,0.00005029661,0.0006877962,0.0003265929,0.01271749,0.8499839,0.0001243095,0.0008631829,0.00004755162],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9993852,0.00006912358,0.000249168,0.000004007556,0.000001578866,0.000004384225,0.00002662668,0.0000101944,0.0002497349],"genre_scores_gemma":[0.9991943,0.00006760944,0.0001765312,0.000005033209,0.000001019491,0.000003755498,0.00006565955,0.000004658334,0.000481446],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002646786,"threshold_uncertainty_score":0.006166339,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01225422341599704,"score_gpt":0.1896141152937526,"score_spread":0.1773598918777556,"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."}}