{"id":"W4243645715","doi":"10.32920/14638083.v1","title":"On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly Technique","year":2021,"lang":"en","type":"preprint","venue":"","topic":"Mechanical Behavior of Composites","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Delamination (geology); Finite element method; Beam (structure); Vibration; Timoshenko beam theory; Bending stiffness; Galerkin method; Structural engineering; Bending; Normal mode; Stiffness; Materials science; Engineering; Physics; Acoustics","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":[0.0003760205,0.0006600737,0.000371495,0.0005914603,0.0001822825,0.0004001996,0.0006203664,0.0005796783,0.001329961],"category_scores_gemma":[0.0004826875,0.0002545427,0.0003940437,0.0003429709,0.000672381,0.0005307809,0.0005699177,0.0006342388,0.0004411865],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002099684,"about_ca_system_score_gemma":0.0002043309,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004422052,"about_ca_topic_score_gemma":0.0004370913,"domain_scores_codex":[0.9998158,0.0000470782,0.000007834881,0.0000272182,0.00008865354,0.00001337336],"domain_scores_gemma":[0.9998302,0.00009019954,0.00002534506,0.00002107111,0.00002589495,0.000007147517],"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":[0.00007846764,0.00009540348,0.001135669,0.0004336452,0.00004402836,0.0003940684,0.0004484242,0.4505924,0.3221898,0.1003144,0.0004844762,0.1237893],"study_design_scores_gemma":[0.000003281873,0.00007565186,0.0003909177,0.00002697113,0.000007325297,0.0001276942,0.00002955171,0.9805947,0.01019882,0.006234509,0.002297719,0.00001292898],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.01492271,0.0002155977,0.9831662,0.0000331085,0.00001484367,0.00001328233,0.00001293604,0.0000386865,0.001582711],"genre_scores_gemma":[0.4388214,0.001406361,0.5534078,0.0000753584,0.00004936382,0.0001329586,0.00008281088,0.00008312769,0.00594079],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001329961,"threshold_uncertainty_score":0.004449129,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0196702639519753,"score_gpt":0.2473936535920215,"score_spread":0.2277233896400462,"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."}}