Flexural Behavior of a Novel Textile-Reinforced Polymer Concrete

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dc.authoridHeras Murcia, Daniel/0000-0001-5301-1510
dc.authoridCOMAK, BEKIR/0000-0002-1606-0126
dc.authoridReda Taha, Mahmoud M./0000-0002-3707-9336
dc.authoridSoliman, Eslam/0000-0002-5598-8250
dc.authorwosidHeras Murcia, Daniel/GQP-6775-2022
dc.contributor.authorMurcia, Daniel Heras
dc.contributor.authorÇomak, Bekir
dc.contributor.authorSoliman, Eslam
dc.contributor.authorReda Taha, Mahmoud M.
dc.date.accessioned2023-07-26T11:54:37Z
dc.date.available2023-07-26T11:54:37Z
dc.date.issued2022
dc.departmentDÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractTextile reinforced concrete (TRC) has gained attention from the construction industry due to its light weight, high tensile strength, design flexibility, corrosion resistance, and remarkably long service life. Some structural applications that utilize TRC components include precast panels, structural repair, waterproofing elements, and facades. TRC is produced by incorporating textile fabrics into thin cementitious concrete panels. Premature debonding between the textile fabric and concrete due to improper cementitious matrix impregnation of the fibers was identified as a failure-governing mechanism. To overcome this performance limitation, in this study, a novel type of TRC is proposed by replacing the cement binder with a polymer resin to produce textile reinforced polymer concrete (TRPC). The new TRPC is created using a fine-graded aggregate, methyl methacrylate polymer resin, and basalt fiber textile fabric. Four different specimen configurations were manufactured by embedding 0, 1, 2, and 3 textile layers in concrete. Flexural performance was analyzed and compared with reference TRC specimens with similar compressive strength and reinforcement configurations. Furthermore, the crack pattern intensity was determined using an image processing technique to quantify the ductility of TRPC compared with conventional TRC. The new TRPC improved the moment capacity compared with TRC by 51%, 58%, 59%, and 158%, the deflection at peak load by 858%, 857%, 3264%, and 3803%, and the toughness by 1909%, 3844%, 2781%, and 4355% for 0, 1, 2, and 3 textile layers, respectively. TRPC showed significantly improved flexural capacity, superior ductility, and substantial plasticity compared with TRC.en_US
dc.description.sponsorshipDana C. Wood Endowment fund at the University of New Mexico; United States Air Force Research Lab (AFRL); Scientific and Technological Research Council of Turkey(TUBITAK); [BIDEB-2219]en_US
dc.description.sponsorshipThe support of the Dana C. Wood Endowment fund at the University of New Mexico is greatly appreciated. The research support of the United States Air Force Research Lab (AFRL) is also appreciated. The financial support from the Scientific and Technological Research Council of Turkey(TUBITAK) BIDEB-2219 Postdoctoral Research program to the second author is greatly appreciated.Donation of the polymer material by Transpo Industries, Inc. is greatly appreciateden_US
dc.identifier.doi10.3390/polym14010176
dc.identifier.issn2073-4360
dc.identifier.issue1en_US
dc.identifier.pmid35012198en_US
dc.identifier.scopus2-s2.0-85122074149en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.3390/polym14010176
dc.identifier.urihttps://hdl.handle.net/20.500.12684/12881
dc.identifier.volume14en_US
dc.identifier.wosWOS:000751309000001en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakPubMeden_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorÇomak, Bekir
dc.language.isoenen_US
dc.publisherMdpien_US
dc.relation.ispartofPolymersen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.snmz$2023V1Guncelleme$en_US
dc.subjectTextile Reinforced Polymer Composites; Flexural Mechanical Characterization; Ductility; Crack Pattern; Adhesion; Debonding; Thermosetting Polymer Concreteen_US
dc.subjectMechanical-Properties; Crack-Growth; Mortar Trm; Composites; Temperature; Matrix; Carbon; Bond; Frpen_US
dc.titleFlexural Behavior of a Novel Textile-Reinforced Polymer Concreteen_US
dc.typeArticleen_US

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