Flexural behavior of polymer-based textile-reinforced concrete using basalt fibers

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dc.contributor.authorÇomak, Bekir
dc.contributor.authorSoliman, Eslam
dc.contributor.authorChennareddy, Rahulreddy
dc.contributor.authorTaha, Mahmoud Reda
dc.date.accessioned2020-05-01T12:10:05Z
dc.date.available2020-05-01T12:10:05Z
dc.date.issued2019
dc.departmentDÜ, Teknoloji Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description7th International Conference on Structural Engineering, Mechanics and Computation (SEMC) -- SEP 02-04, 2019 -- Cape Town, SOUTH AFRICAen_US
dc.descriptionWOS: 000504648100256en_US
dc.description.abstractTextile reinforced concrete (TRC) is a class of cementitous composites that entails several advantages compared to traditional reinforced concrete such as lightweight, high tensile strength, design flexibility, and potentially corrosion free. As a result, TRC is suggested in a variety of structural applications including facades, protection panels, bridges, and waterproofing systems. A typical TRC element consists of multiple fiber fabrics embedded in thin cementitous concrete plate. Previous research reported a high potential for debonding between the fiber fabrics and the surrounding cementitous matrix due to poor impregnation and relatively high voids content. Recently, a new class of TRC is introduced by replacing the cementitious matrix by a polymer matrix to overcome the debonding problem. In this paper, textile-reinforced polymer concrete (TRPC) is produced using basalt fiber textile mesh and fine-grained Methyl Methacrylate (MMA) polymer concrete. Four different specimen configurations were produced by incorporating 0, 1, 2, and 3 textile layers in polymer concrete. Three-point bending test was carried out to examine the flexural performance of the TRPC specimens and the flexural strength of the different configurations was compared. In addition, the crack pattern intensity was determined via image processing technique to assess the ductility of TRPC. Comparison between different TRPC configurations reveals that increasing the number of fabric layers significantly improves the flexural behavior of TRPC.en_US
dc.description.sponsorshipNatl Res Fdn S Africa, S African Natl Roads Agcy Ltd, ADINA R & D Incen_US
dc.description.sponsorshipUniversity of New Mexico; Scientific and Technological Research Council of Turkey (TUBITAK)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [BIDEB-2219]en_US
dc.description.sponsorshipThe financial support of University of New Mexico to conduct the experimental study is greatly appreciated. The financial support from the Scientific and Technological Research Council of Turkey (TUBITAK) BIDEB-2219 Postdoctoral Research program to the first author is greatly appreciated.en_US
dc.identifier.endpage1490en_US
dc.identifier.isbn978-0-429-42650-6; 978-1-138-38696-9
dc.identifier.startpage1486en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12684/5985
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherCrc Press-Balkemaen_US
dc.relation.ispartofAdvances In Engineering Materials, Structures And Systems: Innovations, Mechanics And Applicationsen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.titleFlexural behavior of polymer-based textile-reinforced concrete using basalt fibersen_US
dc.typeConference Objecten_US

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