{"id":"W2024250999","doi":"10.1617/s11527-008-9428-0","title":"Analytical model for predicting brittle failures of bolted timber joints","year":2008,"lang":"en","type":"article","venue":"Materials and Structures","topic":"Mechanical Behavior of Composites","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"ca_institutions":"Université Laval","funders":"","keywords":"Solid mechanics; Brittleness; Joint (building); Structural engineering; Dowel; Bolted joint; Anisotropy; Shear (geology); Materials science; Fastener; Stress (linguistics); Engineering; Composite material; Finite element method; Physics","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003968212,0.0007655016,0.000941778,0.00100135,0.000611853,0.0007116805,0.001847084,0.001633348,0.002668137],"category_scores_gemma":[0.001424045,0.0005433972,0.0006201991,0.0007729984,0.0007670625,0.0007295565,0.0004183492,0.0005822523,0.0006718651],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0009917023,"about_ca_system_score_gemma":0.0009997026,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.01446902,"about_ca_topic_score_gemma":0.01074817,"domain_scores_codex":[0.9998568,0.00002506196,0.00000727399,0.00002256079,0.00006037166,0.00002786146],"domain_scores_gemma":[0.9996556,0.0001432142,0.00004199723,0.00002638969,0.000116103,0.00001680844],"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":[0.000007716922,0.00001155047,0.0001447207,0.00001346762,0.000004452246,0.00004424225,0.00001750942,0.9946736,0.001259704,0.001308677,0.0001445459,0.002369914],"study_design_scores_gemma":[9.047099e-7,0.000003732496,0.00004853363,0.000001303309,0.000001901762,0.000004601608,0.000002970517,0.9994469,0.0001143022,0.0003069164,0.00006642403,0.000001401218],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1984995,0.001461625,0.7734924,0.0003151993,0.0001704269,0.000136323,0.0003477396,0.00129133,0.02428554],"genre_scores_gemma":[0.9688163,0.0007265483,0.02040587,0.00005098923,0.00004592894,0.0001196915,0.0001313055,0.0001052627,0.009598047],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.01446902,"threshold_uncertainty_score":0.02876961,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02181036271964239,"score_gpt":0.2397142889905772,"score_spread":0.2179039262709348,"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."}}