{"id":"W4223469120","doi":"10.1002/suco.202100730","title":"Assessing beam shear behavior with distributed longitudinal strains","year":2022,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Toronto; Hudbay Minerals (Canada); Queen's University","funders":"Canada Foundation for Innovation; Transport Canada; Government of Ontario","keywords":"Cracking; Structural engineering; Reinforcement; Shear (geology); Statics; Beam (structure); Stiffness; Shrinkage; Materials science; Young's modulus; Geotechnical engineering; Composite material; Geology; Engineering; Physics","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0000952558,0.0004719087,0.0004176341,0.000133636,0.0006040793,0.0002679468,0.0005001238,0.0000855425,0.001425763],"category_scores_gemma":[0.00001313586,0.000433721,0.000141251,0.0004874403,0.0001753644,0.0006891044,0.0001751788,0.000851351,0.000009473099],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004161966,"about_ca_system_score_gemma":0.00007580657,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006762073,"about_ca_topic_score_gemma":0.000001701989,"domain_scores_codex":[0.9976807,0.00004503678,0.0003908151,0.0004416046,0.0006908135,0.0007510734],"domain_scores_gemma":[0.9990695,0.00004169622,0.0001000478,0.0004791945,0.00007781545,0.0002317524],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0002964083,2.331982e-7,0.07693002,0.0002439992,0.0007523149,0.002597717,0.001301508,0.04311352,0.8439688,0.002600393,0.001188268,0.0270068],"study_design_scores_gemma":[0.008085836,0.001918376,0.6785748,0.0001219389,0.001498734,0.007793457,0.005320647,0.04274241,0.2411732,0.0002469696,0.005674325,0.006849291],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9962869,0.0001361301,0.0004535525,0.00002754273,0.0007319715,0.0004537616,0.000484667,0.0008683551,0.0005571085],"genre_scores_gemma":[0.9969275,0.000002124102,0.002105021,0.00003381088,0.0001286415,0.0001343136,0.0005181162,0.00009566798,0.00005477593],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6027956,"threshold_uncertainty_score":0.9998115,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0194292147051189,"score_gpt":0.2587493850194749,"score_spread":0.239320170314356,"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."}}