{"id":"W1989507504","doi":"10.1007/bf02479344","title":"Tension-stiffening model for FRP-strenghened RC concrete two-way slabs","year":2005,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"ca_institutions":"Memorial University of Newfoundland; Université de Sherbrooke","funders":"","keywords":"Stiffening; Structural engineering; Finite element method; Tension (geology); Fibre-reinforced plastic; Ultimate tensile strength; Materials science; Slab; Stiffness; Stress (linguistics); Solid mechanics; Stress–strain curve; Composite material; Engineering","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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00007183595,0.0003099917,0.0003806515,0.00006769046,0.0001330338,0.0001650571,0.0001443563,0.0001386453,0.0001653743],"category_scores_gemma":[0.00002688418,0.0002593271,0.00005928707,0.00003745163,0.00005479461,0.0001735303,0.00004756841,0.0000842391,0.00000370662],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003091507,"about_ca_system_score_gemma":0.0000100799,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000206795,"about_ca_topic_score_gemma":0.00000168786,"domain_scores_codex":[0.998876,0.00001192052,0.000338163,0.0002530708,0.0001366213,0.0003842783],"domain_scores_gemma":[0.9995075,0.00005095614,0.00005664811,0.0002203655,0.00005017079,0.0001143149],"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":[0.00004425661,2.542538e-8,0.000008531934,0.00005441727,0.00002857258,0.000001935102,0.0002285502,0.01986529,0.9702369,0.001697921,0.0003242435,0.007509374],"study_design_scores_gemma":[0.001036822,0.00002948698,0.0004644548,0.00002554908,0.00005912958,0.00003298137,0.00002443217,0.2000456,0.7953982,0.001624834,0.0008184945,0.0004400829],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9947549,0.0002921546,0.003331529,0.00004440824,0.000578947,0.0002929809,0.0002562231,0.0003074115,0.0001415156],"genre_scores_gemma":[0.9667188,0.00003200174,0.03249326,0.00009667948,0.000392269,0.00003331192,0.00006689844,0.00005683197,0.0001099704],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1801803,"threshold_uncertainty_score":0.9999859,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01399529857356573,"score_gpt":0.2339786216492708,"score_spread":0.2199833230757051,"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."}}