Development of a maturity method for GFRC shell concretes with different fiber ratios

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dc.authoridSubaşı, Serkan/0000-0001-7826-1348
dc.authoridDehghanpour, Heydar/0000-0001-7801-2288
dc.authorwosidMaraşlı, Muhammed/HCI-9743-2022
dc.authorwosidsubaşı, serkan/AGY-6427-2022
dc.authorwosidDehghanpour, Heydar/AGW-2274-2022
dc.authorwosidDehghanpour, Heydar/HNQ-4856-2023
dc.contributor.authorMaraşlı, Muhammed
dc.contributor.authorSubaşı, Serkan
dc.contributor.authorDehghanpour, Heydar
dc.date.accessioned2023-07-26T11:55:16Z
dc.date.available2023-07-26T11:55:16Z
dc.date.issued2022
dc.departmentDÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractThe use of glass fiber reinforced concrete (GFRC) in the construction industry is increasing due to its mechanical and physical properties. Waiting time of concrete in the mold and the removal of the mold at the right time are important in terms of strength. In conventional concretes, maturity models are widely used as a non-destructive method for early strength estimate. In this study, it is aimed to develop an estimate model of flexural and compressive strength in GFRCs using the maturity index method. In this context, glass fiber reinforced concretes were produced at the rates of 0%, 1%, 2% and 3%. Calcined kaolin and acrylic polymer were used as modification materials in the mixtures. Properties such as compressive, flexural, hardness, and shrinkage of specimens were investigated at different ages. The maturity-strength relationships of mixtures at different ages were examined by weighted maturity and Nurse-Saul methods. At the end of the study, two new models were developed to estimate the compressive and flexural strengths of GFRCs, taking into account all the data. The suggested models have been confirmed by examining them on all mix-age groups and comparing them with the literature.en_US
dc.description.sponsorship[ARGE2017-9]en_US
dc.description.sponsorshipThis study was carried out within the scope of the project coded ARGE2017-9 of Fibrobeton R&D Center. Thank you to Fibrobeton Company for their support.en_US
dc.identifier.doi10.1080/19648189.2022.2028190
dc.identifier.endpage8476en_US
dc.identifier.issn1964-8189
dc.identifier.issn2116-7214
dc.identifier.issue16en_US
dc.identifier.scopus2-s2.0-85124071309en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage8458en_US
dc.identifier.urihttps://doi.org/10.1080/19648189.2022.2028190
dc.identifier.urihttps://hdl.handle.net/20.500.12684/13037
dc.identifier.volume26en_US
dc.identifier.wosWOS:000750344500001en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorSubaşı, Serkan
dc.language.isoenen_US
dc.publisherTaylor & Francis Ltden_US
dc.relation.ispartofEuropean Journal of Environmental and Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmz$2023V1Guncelleme$en_US
dc.subjectMaturity Method; Glass Fiber; Calcined Kaolin; Acrylic Polymer; Estimated Strengthen_US
dc.subjectSelf-Compacting Concrete; Mechanical-Properties; Fly-Ash; Cementitious Materials; Compressive Strength; Curing Temperature; Glass; Metakaolin; Behavior; Mortaren_US
dc.titleDevelopment of a maturity method for GFRC shell concretes with different fiber ratiosen_US
dc.typeArticleen_US

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