MIXED-MODE FRACTURE PERFORMANCE OF FIBER-REINFORCED CONCRETE UNDER IMPACT LOADING

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dc.contributor.authorARSLAN, A
dc.date.accessioned2026-08-12T17:40:18Z
dc.date.issued1995
dc.departmentFırat Üniversitesi
dc.description.abstractA test procedure developed to determine the mixed-mode impact resistance of fibre reinforced concrete materials is described. Results are presented from a series of experiments using a repeated drop-weight impact apparatus for the impact resistance of both polypropylene and steel fibre reinforced concrete. The behaviour of the mixed-mode specimen geometry was investigated under impact loading condition. The effect of the fibre types and contents on the impact fracture energy of the specimens was investigated. A close investigation was made of the positions and formations of the crack patterns. The fracture performance of the plain and fibre reinforced concrete was investigated with the proposed geometry using 1.0, 2.0 and 3.0%, by weight in the case of steel fibre, and 0.1, 0.2 and 0.3% by weight in the case of polypropylene fibre.
dc.identifier.doi10.1007/BF02473167
dc.identifier.endpage478
dc.identifier.issn0025-5432
dc.identifier.issue182
dc.identifier.scopus2-s2.0-0029386794
dc.identifier.scopusqualityN/A
dc.identifier.startpage473
dc.identifier.urihttps://doi.org/10.1007/BF02473167
dc.identifier.urihttps://hdl.handle.net/11508/59227
dc.identifier.volume28
dc.identifier.wosWOS:A1995TB50500006
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherE & Fn Spon
dc.relation.ispartofMaterials and Structures
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.titleMIXED-MODE FRACTURE PERFORMANCE OF FIBER-REINFORCED CONCRETE UNDER IMPACT LOADING
dc.typeArticle

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