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Strength Prediction Models for Steel, Synthetic, and Hybrid Fiber Reinforced Concretes

dc.authorid Yavuz, Demet/0000-0002-1330-1860
dc.authorid Ashour, Ashraf/0000-0002-4800-6060
dc.authorid Guler, Soner/0000-0002-9470-8557
dc.authorscopusid 57192825159
dc.authorscopusid 57204357758
dc.authorscopusid 57196329395
dc.authorscopusid 7005633555
dc.authorwosid Guler, Soner/Hlx-2850-2023
dc.authorwosid Ashour, Ashraf/H-9523-2013
dc.contributor.author Guler, Soner
dc.contributor.author Yavuz, Demet
dc.contributor.author Korkut, Fuat
dc.contributor.author Ashour, Ashraf
dc.date.accessioned 2025-05-10T17:33:56Z
dc.date.available 2025-05-10T17:33:56Z
dc.date.issued 2019
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp [Guler, Soner; Yavuz, Demet; Korkut, Fuat] Yuzuncu Yil Univ, Fac Engn, Van, Turkey; [Ashour, Ashraf] Univ Bradford, Fac Engn & Informat, Bradford, W Yorkshire, England en_US
dc.description Yavuz, Demet/0000-0002-1330-1860; Ashour, Ashraf/0000-0002-4800-6060; Guler, Soner/0000-0002-9470-8557 en_US
dc.description.abstract This paper proposes new strength models to predict compressive, splitting tensile and flexural strengths of steel, synthetic and hybrid fiber reinforced concretes. The strength models depending on fiber reinforcing index, concrete compressive strength, and fiber volume fraction have been developed by multiple regression analyses of the experimental results obtained from a comprehensive experimental program. Twenty-five concrete batches, one control and 24 fiber reinforced concrete with target compressive strength of 40MPa were produced. Steel and synthetic fibers, namely hooked-end steel (HF) and polyamide (PA) synthetic fibers of total volume of 0.25, 0.5, and 0.75% were added in single and hybrid forms to concrete mixes. Moreover, the predictions of the proposed strength models have been compared with the existing strength models in the literature. The test results clearly showed that the predictions of the proposed strength models are more accurate than the existing strength models for compressive, splitting tensile and flexural strengths of all the fiber types. Although the existing strength models may be applicable to the prediction of compressive strength of steel, synthetic, hybrid fiber reinforced concrete (FRC), they may not be safely used for splitting tensile and flexural strength of steel, synthetic and hybrid FRC. en_US
dc.description.sponsorship Department of Scientific Research Projects of University of Van Yuzuncu Yil Turkey [5071] en_US
dc.description.sponsorship Department of Scientific Research Projects of University of Van Yuzuncu Yil Turkey, Grant/Award Number: 5071 en_US
dc.description.woscitationindex Science Citation Index Expanded
dc.identifier.doi 10.1002/suco.201800088
dc.identifier.endpage 445 en_US
dc.identifier.issn 1464-4177
dc.identifier.issn 1751-7648
dc.identifier.issue 1 en_US
dc.identifier.scopus 2-s2.0-85055275205
dc.identifier.scopusquality Q2
dc.identifier.startpage 428 en_US
dc.identifier.uri https://doi.org/10.1002/suco.201800088
dc.identifier.uri https://hdl.handle.net/20.500.14720/13644
dc.identifier.volume 20 en_US
dc.identifier.wos WOS:000459967500034
dc.identifier.wosquality Q2
dc.language.iso en en_US
dc.publisher Ernst & Sohn en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Compressive Strength en_US
dc.subject Fiber Reinforced Concrete en_US
dc.subject Flexural Strength en_US
dc.subject Splitting Tensile Strength en_US
dc.subject Strength Model en_US
dc.title Strength Prediction Models for Steel, Synthetic, and Hybrid Fiber Reinforced Concretes en_US
dc.type Article en_US

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