{"id":"W1973139043","doi":"10.3390/polym6010012","title":"Cohesive Fracture Study of a Bonded Coarse Silica Sand Aggregate Bond Interface Subjected to Mixed-Mode Bending Conditions","year":2013,"lang":"en","type":"article","venue":"Polymers","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary","funders":"","keywords":"Materials science; Cohesive zone model; Fracture mechanics; Fracture (geology); Finite element method; Composite material; Bending; Epoxy; Mode (computer interface); Structural engineering; Aggregate (composite); Adhesive; Strain energy release rate; Mechanics; Computer science; 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003526004,0.0003389447,0.0003853159,0.0005399709,0.0003511292,0.0002429918,0.0003542031,0.0005985721,0.001503215],"category_scores_gemma":[0.0004149948,0.0002589081,0.0002504791,0.0002437052,0.0003956444,0.000206769,0.0002874528,0.0004329438,0.000203874],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001384485,"about_ca_system_score_gemma":0.0001425453,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001459803,"about_ca_topic_score_gemma":0.003271405,"domain_scores_codex":[0.999814,0.00001343133,0.000008326312,0.00003813429,0.00009978801,0.0000263372],"domain_scores_gemma":[0.9996642,0.00008332344,0.00005376956,0.00003664003,0.0001169206,0.00004524104],"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":[0.0002345762,0.0000700951,0.005078227,0.00005993367,0.00001869198,0.0003175966,0.0002408335,0.002587273,0.9866272,0.0001490338,0.00004563829,0.004570977],"study_design_scores_gemma":[0.00003000701,0.003274986,0.1195272,0.00003203928,0.00008088396,0.0006832116,0.001114545,0.08861352,0.7851905,0.0002089054,0.001189222,0.00005497558],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9981984,0.00007761923,0.001407427,0.000005431497,0.000003118339,0.000007900213,0.00004120742,0.00001470699,0.0002441816],"genre_scores_gemma":[0.9984356,0.00003979638,0.000986505,0.000006637868,0.000001658118,0.000008619261,0.00004202125,0.000006066183,0.0004730868],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001503215,"threshold_uncertainty_score":0.005028784,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005325779331027616,"score_gpt":0.2339332863773324,"score_spread":0.2286075070463048,"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."}}