Nonlinear finite element analysis of steel fiber reinforced concrete beams subjected to impact loads

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dc.authorid0000-0003-4070-5534
dc.contributor.authorSerdar, Ahmet Hamdi
dc.contributor.authorCaglar, Naci
dc.contributor.authorDemirtas, Gamze
dc.contributor.authorSaribiyik, Mehmet
dc.date.accessioned2026-02-08T15:16:05Z
dc.date.available2026-02-08T15:16:05Z
dc.date.issued2024
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractSteel fiber reinforced concrete, compared to the conventional concrete; is a composite building material that performs much better in terms of parameters such as ductility, energy absorption capacity, fracture toughness, fatigue resistance, and the use of steel fiber reinforced concrete (SFRC) in structures has become widespread. In this study, a nonlinear finite element model (FEM) has been developed that can represent the behavior of beams produced by using steel fiber concrete subjected to impact load. For this purpose, a finite element model of beam series produced with fiberreinforced concrete obtained from the literature was created. The ABAQUS package program was used to create models simulating the behavior. Numerical results showed that the model could successfully capture the experimental results of beams selected from the literature. In addition to simulation, a parametric study was also performed to investigate the effect of stirrups, reinforcement ratio, and drop height on the behavior of SFRC beams under impact loads. The results of the parametric study showed that increasing the fiber ratio and reinforcement ratio positively affected the behavior of SFRC beams in terms of displacement recovery.
dc.identifier.doi10.7764/RDLC.23.1.88
dc.identifier.endpage103
dc.identifier.issn0718-915X
dc.identifier.issue1
dc.identifier.scopus2-s2.0-85194263387
dc.identifier.scopusqualityQ2
dc.identifier.startpage88
dc.identifier.urihttps://doi.org/10.7764/RDLC.23.1.88
dc.identifier.urihttps://hdl.handle.net/20.500.12885/6130
dc.identifier.volume23
dc.identifier.wosWOS:001240346000001
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherPontificia Univ Catolica Chile, Escuela Construccion Civil
dc.relation.ispartofRevista De La Construccion
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzWOS_KA_20260207
dc.subjectsteel fiber reinforced concrete
dc.subjectRC beam
dc.subjectimpact load
dc.subjectnonlinear finite element analysis
dc.titleNonlinear finite element analysis of steel fiber reinforced concrete beams subjected to impact loads
dc.typeArticle

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