{"id":"W2782911478","doi":"10.1007/s00419-018-1344-3","title":"Finite plane deformations of elastic solids reinforced with fibers resistant to flexure: complete solution","year":2018,"lang":"en","type":"article","venue":"Archive of Applied Mechanics","topic":"Nonlocal and gradient elasticity in micro/nano structures","field":"Materials Science","cited_by":26,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta","keywords":"Finite element method; Elasticity (physics); Materials science; Nonlinear system; Boundary value problem; Bending; Partial differential equation; Linear elasticity; Finite strain theory; Structural engineering; Plane stress; Fiber-reinforced composite; Deformation (meteorology); Mathematical analysis; Composite material; Composite number; Mathematics; Physics; Engineering","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000155787,0.0001627906,0.0002731892,0.0001304791,0.0001705907,0.00001418511,0.000281785,0.00003910962,0.00009080106],"category_scores_gemma":[0.00004136625,0.0001269368,0.0000381136,0.0002066096,0.0002009133,0.00005399492,0.0001294286,0.00008198487,0.00006871541],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001986008,"about_ca_system_score_gemma":0.00005948071,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004840236,"about_ca_topic_score_gemma":0.0001261139,"domain_scores_codex":[0.9987701,0.00002022309,0.0003909993,0.0002182445,0.0002854621,0.0003149521],"domain_scores_gemma":[0.9990972,0.0001771282,0.0002322277,0.0002835039,0.0001041403,0.0001057657],"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":[0.0008864765,0.00001463079,5.110679e-7,0.00006658135,0.00001472208,5.293458e-7,0.001449001,0.004089301,0.8477505,0.1454945,0.0001502479,0.00008301601],"study_design_scores_gemma":[0.0006416506,0.001357489,0.00004771313,0.0001358845,0.00006437914,0.000006133934,0.0003309575,0.009892136,0.9473462,0.03937218,0.0005639838,0.0002412571],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.243397,0.000003223399,0.7533313,0.00004806127,0.0001666198,0.0003943487,0.0005614804,0.00004078491,0.002057154],"genre_scores_gemma":[0.9348521,0.000002105549,0.06486584,0.0001189675,0.0000467791,0.00001191142,0.00006670436,0.00001290591,0.00002274928],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.691455,"threshold_uncertainty_score":0.5176331,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01027364412333783,"score_gpt":0.2097260784070632,"score_spread":0.1994524342837254,"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."}}