{"id":"W2969897072","doi":"10.1002/suco.201800340","title":"Control of long‐term deflection of concrete slabs by prestressing","year":2019,"lang":"en","type":"article","venue":"Structural Concrete","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Creep; Deflection (physics); Structural engineering; Cracking; Shrinkage; Prestressed concrete; Reinforcement; Materials science; Deflexion; Engineering; Geotechnical engineering; Composite material; Physics; Finite element method; Classical mechanics","routes":{"ca_aff":true,"ca_fund":false,"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":[0.0001028477,0.0002345069,0.0001177987,0.00009147952,0.0001172437,0.0002108235,0.0002424581,0.0001250893,0.001048744],"category_scores_gemma":[0.0002360732,0.00009348068,0.00007577928,0.00004554382,0.0002035088,0.00008612309,0.0001921767,0.0001809302,0.0001600189],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002035807,"about_ca_system_score_gemma":0.000163572,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008596817,"about_ca_topic_score_gemma":0.001738285,"domain_scores_codex":[0.9999361,0.000007623448,0.000002131826,0.00001177821,0.00002424261,0.00001813286],"domain_scores_gemma":[0.9998541,0.00004024355,0.0000327563,0.00001829326,0.0000226321,0.0000319028],"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":[0.0001575838,0.00003627301,0.0006279334,0.00002723371,0.000006459486,0.00004528879,0.00003266051,0.03563983,0.9535699,0.0004164839,0.00009527207,0.009345101],"study_design_scores_gemma":[0.00007010868,0.0006137867,0.01503524,0.00001262602,0.00002241201,0.00006579157,0.00004637437,0.4304781,0.55134,0.0005719662,0.001714565,0.00002908714],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9730791,0.0001525576,0.02349879,0.00002399795,0.0000150703,0.00001168924,0.00004046088,0.0002057481,0.002972551],"genre_scores_gemma":[0.9990479,0.00002247402,0.0005968111,0.000002111356,0.000001187615,0.000002933149,0.000009907358,0.00000707949,0.0003095757],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001048744,"threshold_uncertainty_score":0.003508389,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0054394733015861,"score_gpt":0.2194142898107043,"score_spread":0.2139748165091182,"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."}}