Double cantilever indirect tension testing for fracture of quasibrittle materials

dc.authoridDönmez, A. Abdullah/0000-0002-2448-7090|Caner, Ferhun/0000-0002-6448-0942
dc.authorwosidDönmez, A. Abdullah/ABB-6614-2020
dc.authorwosidSener, Siddik/A-8807-2019
dc.authorwosidCaner, Ferhun/E-5848-2010
dc.contributor.authorCaner, Ferhun C.
dc.contributor.authorDonmez, A. Abdullah
dc.contributor.authorSener, Siddik
dc.contributor.authorKoc, Varol
dc.date.accessioned2024-07-18T20:42:44Z
dc.date.available2024-07-18T20:42:44Z
dc.date.issued2019
dc.departmentİstanbul Bilgi Üniversitesien_US
dc.description.abstractThe Double Cantilever Beam (DCB) Mode I fracture testing has been widely used in fracture testing of especially fiber reinforced polymer composites and adhesive joints. Application of classical DCB testing to plain concrete or unreinforced ceramic specimens is not straightforward and cannot be carried out as in fiber reinforced polymer composites. Instead, an indirect tension approach is proposed in this study. Tests of notched geometrically similar DCB specimens made of normal and high strength concretes loaded eccentrically at the cantilever beam-column ends in compression have been carried out. Classical Type II size effect analyses of peak loads obtained from these tests are performed. The Microplane Model M7 is calibrated independently using uniaxial compression tests and employed to predict the peak loads of both tested and virtual geometrically similar DCB specimens. The same size effect analyses are performed on the predicted peak loads and the errors in the fracture parameters of the classical size effect analysis are determined. (C) 2018 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipGazi Universitesi [06/2004-20]en_US
dc.description.sponsorshipThe third and fourth authors thank Gazi Universitesi for the partial support received under grant No: 06/2004-20 to carry out the experiments. The first and second authors have no acknowledgements.en_US
dc.identifier.doi10.1016/j.ijsolstr.2018.11.029
dc.identifier.endpage86en_US
dc.identifier.issn0020-7683
dc.identifier.issn1879-2146
dc.identifier.scopus2-s2.0-85057504962en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage76en_US
dc.identifier.urihttps://doi.org/10.1016/j.ijsolstr.2018.11.029
dc.identifier.urihttps://hdl.handle.net/11411/7397
dc.identifier.volume162en_US
dc.identifier.wosWOS:000459525600007en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherPergamon-Elsevier Science Ltden_US
dc.relation.ispartofInternational Journal of Solids and Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFracture Mechanicsen_US
dc.subjectDouble Cantilever Beam Specimenen_US
dc.subjectSize Effecten_US
dc.subjectMicroplane Model M7en_US
dc.subjectConcreteen_US
dc.subjectMicroplane Model M4en_US
dc.subjectSize-Effect Testsen_US
dc.subjectCrack-Propagationen_US
dc.subjectBeam Testsen_US
dc.subjectConcreteen_US
dc.subjectFailureen_US
dc.subjectEnergyen_US
dc.subjectM7en_US
dc.titleDouble cantilever indirect tension testing for fracture of quasibrittle materialsen_US
dc.typeArticleen_US

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