{"id":"W2068164644","doi":"10.1007/s00158-008-0291-y","title":"Uniform strength for large deflections of cantilever beams under end point load","year":2008,"lang":"en","type":"article","venue":"Structural and Multidisciplinary Optimization","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"ca_institutions":"Saint Mary's University","funders":"","keywords":"Cantilever; Beam (structure); Structural engineering; Constant (computer programming); Bending; Point (geometry); Materials science; Mechanics; Mathematics; Physics; Geometry; Engineering; Computer science","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":[],"consensus_categories":[],"category_scores_codex":[0.00004424938,0.0001760132,0.00021308,0.0001044639,0.0003603972,0.00001509643,0.00005945471,0.00008336507,0.0001161373],"category_scores_gemma":[0.000008204045,0.0001522274,0.00008407483,0.0002128645,0.00004512586,0.0002059321,0.00003781695,0.0000727628,3.116509e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007448398,"about_ca_system_score_gemma":0.00002824897,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002388783,"about_ca_topic_score_gemma":0.0001147219,"domain_scores_codex":[0.9991856,0.00001018045,0.0002824452,0.0001891188,0.0001352619,0.0001974508],"domain_scores_gemma":[0.9995497,0.00003256094,0.00006644053,0.0001307022,0.0001569159,0.00006365833],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002662127,0.000008907146,0.0005867775,0.0000567829,0.00005802023,5.28817e-7,0.000707536,0.9968792,0.0007222826,0.0004565783,0.00008263616,0.0004141185],"study_design_scores_gemma":[0.0006996541,0.0000592882,0.008645793,0.00001246971,0.00009967876,0.00002666901,0.0002342302,0.9882606,0.001343107,0.0003686988,0.00005216073,0.000197654],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5237282,0.0002996171,0.474088,0.000057129,0.0003382592,0.0003682482,0.0001587586,0.0001242388,0.0008376055],"genre_scores_gemma":[0.9467104,0.0002631313,0.05245407,0.000007247957,0.00007208122,0.000009713287,0.0003326288,0.00002294349,0.0001277523],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4229822,"threshold_uncertainty_score":0.6207653,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008921715777426276,"score_gpt":0.2341990896321752,"score_spread":0.2252773738547489,"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."}}