Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/7506
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dc.contributor.authorAlami, Muhammad Musa-
dc.contributor.authorErdem, Tahir Kemal-
dc.contributor.authorYardımcı, Mert Yücel-
dc.contributor.authorAydın, Serdar-
dc.date.accessioned2019-12-19T13:36:32Z
dc.date.available2019-12-19T13:36:32Z
dc.date.issued2018en_US
dc.identifier.citationAlami, M. M., Erdem, T. K., Yardımcı, M. Y., and Aydın, S. (2017, September 18-20). Development of a proper mix-design for impact loading of deflection hardening hybrid fiber reinforced concrete. Paper presented at the 4th International RILEM Conference on Strain-Hardening Cement-Based Composites (SHCC). doi:10.1007/978-94-024-1194-2_33en_US
dc.identifier.issn2211-0844-
dc.identifier.issn2211-0852-
dc.identifier.urihttps://doi.org/10.1007/978-94-024-1194-2_33
dc.identifier.urihttps://hdl.handle.net/11147/7506
dc.description4th International RILEM Conference on Strain-Hardening Cement-Based Composites (SHCC), 18-20 September 2017; Tech Univ Dresden, Germanyen_US
dc.description.abstractThis study aims to develop a low-cost Hybrid Fiber Reinforced Concrete (HyFRC) that exhibits deflection hardening behavior under bending and has high energy absorption capacity under impact loading by determining proper combination of steel and polyvinyl alcohol (PVA) fibers. More than forty mixtures were prepared including two mixtures of conventional concrete, six mixtures of Engineered Cementitious Composites (ECC), and thirty-six mixtures of HyFRC. The design parameters were chosen as fly ash to cement ratio (1.2, 1.7 and 2.2), steel fiber type and amount (0.5%, 0.75%, and 1.25% by volume), PVA fiber amount (0.25% and 0.50% by volume), and maximum aggregate size (Dmax) of 8 mm and 16 mm. Several tests were carried out on fresh and hardened specimens such as bending, compression, and low-velocity flexural impact loading. Based on the results, it is found that the mixture with 0.75% steel fiber and 0.25% PVA showed the best performance for the aim of the study.en_US
dc.description.sponsorshipTUBITAK (115M296)en_US
dc.language.isoenen_US
dc.publisherSpringer Verlagen_US
dc.relation.ispartofRILEM Bookseriesen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectDeflection hardeningen_US
dc.subjectLow-velocity impacten_US
dc.subjectMix-designen_US
dc.subjectSteel fiberen_US
dc.subjectPVAen_US
dc.titleDevelopment of a proper mix-design for impact loading of deflection hardening hybrid fiber reinforced concreteen_US
dc.typeConference Objecten_US
dc.institutionauthorErdem, Tahir Kemal-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume15en_US
dc.identifier.startpage284en_US
dc.identifier.endpage291en_US
dc.identifier.wosWOS:000451374300033en_US
dc.identifier.scopus2-s2.0-85029459211en_US
dc.relation.tubitakinfo:eu-repo/grantAgreement/TUBITAK/MAG/115M296
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1007/978-94-024-1194-2_33-
dc.relation.doi10.1007/978-94-024-1194-2_33en_US
dc.coverage.doi10.1007/978-94-024-1194-2_33en_US
dc.identifier.wosqualityN/A-
dc.identifier.scopusqualityQ4-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.openairetypeConference Object-
item.fulltextWith Fulltext-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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