Residual Durability Performance of Glass Fiber Reinforced Concrete Damaged by Compressive Stress Loads

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dc.authorid0000-0001-7085-4819
dc.authorid0000-0003-0728-0431
dc.contributor.authorYildirim, Musa
dc.contributor.authorOzhan, Hacer Bilir
dc.date.accessioned2026-02-12T21:05:17Z
dc.date.available2026-02-12T21:05:17Z
dc.date.issued2023
dc.departmentBursa Teknik Üniversitesi
dc.description.abstractConcrete is exposed to a variety of stresses throughout its service life, which can result in cracks and damage. The use of fibers in concrete mixtures is known to improve the mechanical and durability properties of the concrete. In this study, glass fiber-reinforced concrete cube specimens were produced and stressed at 70 and 90 percent of their maximum compressive strength. The effects of stress loading-induced cracks and glass fiber reinforcements on mechanical and durability properties of concrete specimens were investigated using UPV, capillary water absorption, acid effect, and high-temperature effect tests. Glass fibers increased compressive strength and reduced water absorption in specimens that were not stressed. On the other hand, glass fibers increased the durability of stressed specimens at both degrees of compressive load stress. The bridging effects of glass fibers reduced crack creation, resulting in improved UPV test results. Glass fibers did not dissolve in acid solution due to their chemical resistance, resulting in less weight loss and higher compressive strength in concrete specimens. In the high-temperature effect tests, decreasing compressive strength values were observed as the stress load and temperature levels increased. However, such reductions were lower for glass fiber reinforced concrete than for control concrete without glass fiber. As a result of the present findings, glass fiber reinforcements prevent stress -induced cracks, making the concrete more durable and stronger against external forces.
dc.description.sponsorshipYOK100/2000 Ph.D. program
dc.description.sponsorshipAuthor1 was supported by YOK100/2000 Ph.D. program throughout this study.
dc.identifier.doi10.3311/PPci.21387
dc.identifier.endpage401
dc.identifier.issn0553-6626
dc.identifier.issue2
dc.identifier.scopus2-s2.0-85152913140
dc.identifier.scopusqualityQ2
dc.identifier.startpage392
dc.identifier.urihttps://doi.org/10.3311/PPci.21387
dc.identifier.urihttps://hdl.handle.net/20.500.12885/6875
dc.identifier.volume67
dc.identifier.wosWOS:000960093600006
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherBudapest Univ Technology Economics
dc.relation.ispartofPeriodica Polytechnica-Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WoS_20260212
dc.subjectGFRC
dc.subjectdurability
dc.subjecthigh temperature
dc.subjectacid effect
dc.subjectfiber-reinforced concrete
dc.titleResidual Durability Performance of Glass Fiber Reinforced Concrete Damaged by Compressive Stress Loads
dc.typeArticle

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