Determination of tensile strength of cementitious composites using fracture parameters of two-parameter model for concrete fracture

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dc.authorid0000-0002-3238-8551en_US
dc.contributor.authorİnce, Ragıp
dc.contributor.authorFenerli, Cenk
dc.date.accessioned2022-07-20T06:53:49Z
dc.date.available2022-07-20T06:53:49Z
dc.date.issued2022en_US
dc.departmentMTÖ Üniversitesi, Hekimhan Meslek Yüksekokulu, İnşaat Bölümü Bölümüen_US
dc.descriptionRagip Ince, Firat University, Engineering Faculty, Civil Engineering Department, Elazig, Turkey Cenk Fenerli, Malatya Turgut Özal University, Hekimhan Mehmet Emin Sungur Vocational School, Malatya, Turkeyen_US
dc.descriptionReceived 22 April 2022, Revised 11 June 2022, Accepted 20 June 2022, Available online 28 June 2022, Version of Record 28 June 2022.en_US
dc.description.abstractIn this study, the formulation of the two-parameter model based on the size effect proposed by previous researchers was initially improved to be much more practical. Subsequently, six series of notched and unnotched beams with a size ratio of 1:4 and notched and unnotched square prismatic specimens with a size ratio of 1:6 were tested to verify this modified formulation. The peak loads obtained from the fracture tests of the notched specimens were examined using the two-parameter model. Then, the test results of the unnotched bending and splitting specimens were simulated according to the modified formulation. Furthermore, this formulation was applied to extensive test data obtained from the direct tension specimens with double edge notches and from the unnotched specimens in the literature to derive the direct tensile strength of concrete. Finally, when comparing the results of this study to the previous studies, there were slight differences among the other formulas, except for the one that covered splitting specimens.en_US
dc.identifier.citationInce, R., & Fenerli, C. (2022). Determination of tensile strength of cementitious composites using fracture parameters of two-parameter model for concrete fracture. Construction and Building Materials, 344, 128222.en_US
dc.identifier.doi10.1016/j.conbuildmat.2022.128222
dc.identifier.endpage13en_US
dc.identifier.issn0950-0618en_US
dc.identifier.scopus2-s2.0-85132941531en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage1en_US
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2022.128222
dc.identifier.urihttps://hdl.handle.net/20.500.12899/1158
dc.identifier.volume344en_US
dc.identifier.wosWOS:000864738700002en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorFenerli, Cenk
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBeam testen_US
dc.subjectConcreteen_US
dc.subjectFracture mechanicsen_US
dc.subjectSplitting testen_US
dc.subjectTwo-parameter modelen_US
dc.titleDetermination of tensile strength of cementitious composites using fracture parameters of two-parameter model for concrete fractureen_US
dc.typeArticleen_US

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