{"id":"W2089716578","doi":"10.1016/j.cemconcomp.2008.09.001","title":"Response of ultra-high performance fiber reinforced concrete (UHPFRC) to impact and static loading","year":2008,"lang":"en","type":"article","venue":"Cement and Concrete Composites","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":336,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Toronto; Aecom (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; École Polytechnique Fédérale de Lausanne; Deutsche Forschungsgemeinschaft","keywords":"Materials science; Structural engineering; Composite material; Bending; Ultimate tensile strength; Three point flexural test; Drop (telecommunication); Flexural strength; 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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003559109,0.0003102012,0.0004655291,0.0002094979,0.000137821,0.00004990709,0.0001280337,0.00006721188,0.0003188606],"category_scores_gemma":[0.00004503317,0.0002899908,0.00003951559,0.000228646,0.0001527891,0.0002693643,0.00006840613,0.00009311279,0.00002527425],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006830381,"about_ca_system_score_gemma":0.00002829929,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001945454,"about_ca_topic_score_gemma":5.137984e-8,"domain_scores_codex":[0.9986066,0.0000575555,0.0005228234,0.0002167342,0.0002167255,0.0003795754],"domain_scores_gemma":[0.9991695,0.000242923,0.0001036356,0.0002244837,0.00011559,0.000143891],"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":[0.0006105743,1.33401e-7,0.0012555,0.0001666991,0.0001253462,0.000006365973,0.0009793101,0.001363083,0.994822,0.0001400202,0.0003893179,0.0001417033],"study_design_scores_gemma":[0.001293822,0.0008672373,0.003917508,0.0002094586,0.00003790722,0.00003234484,0.00007191701,0.01395669,0.9778718,0.000001992998,0.001290496,0.0004487847],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977034,0.0002416458,0.0003016639,0.00002923834,0.0000956012,0.0004724916,0.00004433193,0.0001070901,0.001004506],"genre_scores_gemma":[0.9981403,0.0002942494,0.000892211,0.0001306892,0.00003182509,0.00002837635,0.00004188193,0.00003668122,0.0004037573],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01695011,"threshold_uncertainty_score":0.9999552,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01304416785000075,"score_gpt":0.2259116360595496,"score_spread":0.2128674682095489,"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."}}