{"id":"W2129444182","doi":"10.1061/(asce)cc.1943-5614.0000066","title":"Axial Load Capacity of Concrete-Filled FRP Tube Columns: Experimental versus Theoretical Predictions","year":2010,"lang":"en","type":"article","venue":"Journal of Composites for Construction","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":140,"is_retracted":false,"has_abstract":true,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Structural engineering; Materials science; Yield (engineering); Compressive strength; Compression (physics); Composite material; Formwork; Ultimate load; Cylinder; Tube (container); Ultimate tensile strength; Mathematics; Finite element method; Engineering; Geometry","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":[0.0009401109,0.0007150249,0.0003488418,0.0007323062,0.000324576,0.0002949557,0.001076925,0.0005200714,0.002157102],"category_scores_gemma":[0.00260229,0.0003568915,0.0003631427,0.0004259228,0.0008756342,0.0007389153,0.0003073757,0.0003445231,0.0008647504],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006540181,"about_ca_system_score_gemma":0.0003792714,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003128902,"about_ca_topic_score_gemma":0.006318151,"domain_scores_codex":[0.99892,0.000123944,0.00003961657,0.0001324917,0.000682028,0.0001020016],"domain_scores_gemma":[0.9985329,0.0007617613,0.0001619187,0.0001320491,0.0003571901,0.00005423019],"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":[0.00120104,0.0006307258,0.02466788,0.0004873018,0.00004630305,0.0004354013,0.0003179983,0.2361854,0.6993253,0.0007930036,0.0005832277,0.03532638],"study_design_scores_gemma":[0.00003060473,0.0008854535,0.02144954,0.00002680783,0.00003151429,0.0001603969,0.0001380841,0.1680885,0.8080387,0.0001595174,0.0009379254,0.00005300084],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9876003,0.0003525972,0.008740308,0.00003401668,0.00001112495,0.00002842607,0.0004394685,0.000272728,0.002521122],"genre_scores_gemma":[0.9974642,0.0001573724,0.001555322,0.000006644266,0.000004044289,0.00002254796,0.0003119631,0.00002003485,0.0004578977],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003128902,"threshold_uncertainty_score":0.007216215,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009637131949589043,"score_gpt":0.2354958993045869,"score_spread":0.2258587673549979,"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."}}