Numerical Modeling of Traditional Masonry Walls Strengthened with Grout Injection

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dc.authoridYUZER, Nabi/0000-0003-0269-0140
dc.contributor.authorDoran, Bilge
dc.contributor.authorYuzer, Nabi
dc.contributor.authorAktan, Selen
dc.contributor.authorOktay, Didem
dc.contributor.authorUlukaya, Serhan
dc.date.accessioned2025-01-27T20:39:04Z
dc.date.available2025-01-27T20:39:04Z
dc.date.issued2020
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractThe main purpose of this article is to experimentally and numerically study the improvements introduced by the grout injection strengthening technique for the structural rehabilitation of traditional unreinforced masonry (URM) walls. In this context, four damaged URM walls with four different types of lime mortars under shear-compression are strengthened using grout injection method. Injection materials (Grout) which have same contents with existing mortar types are applied to all cracks in damaged walls. Besides, for the numerical simulations, a simplified micro modeling strategy is preferred combining the mortar and the mortar-unit interface behavior and then an elasto-plastic damage (EPD) approach is adopted calibrating the parameters of Oliver's damage model and the modified von-Mises yield criterion for the masonry constituents. Results show that the proposed approach can be useful to describe the behavior of mortar and mortar-unit interface in strengthened masonry structures with grout injection.
dc.description.sponsorshipYildiz Technical University [2011-05-01-DOP01]; Scientific and Technological Research Council of Turkey [111M568, 114M256]
dc.description.sponsorshipThis work was supported by the Yildiz Technical University [2011-05-01-DOP01]; The Scientific and Technological Research Council of Turkey [111M568 and 114M256].
dc.identifier.doi10.1080/15583058.2019.1618970
dc.identifier.endpage1532
dc.identifier.issn1558-3058
dc.identifier.issn1558-3066
dc.identifier.issue10
dc.identifier.scopus2-s2.0-85095845011
dc.identifier.scopusqualityQ1
dc.identifier.startpage1517
dc.identifier.urihttps://doi.org/10.1080/15583058.2019.1618970
dc.identifier.urihttps://hdl.handle.net/20.500.12428/23850
dc.identifier.volume14
dc.identifier.wosWOS:000471390400001
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTaylor & Francis Inc
dc.relation.ispartofInternational Journal of Architectural Heritage
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20250125
dc.subjectDamage model
dc.subjectelasto-plastic behavior
dc.subjectfinite element analysis
dc.subjectgrout injection
dc.subjectmasonry walls
dc.subjecttraditional lime mortars
dc.titleNumerical Modeling of Traditional Masonry Walls Strengthened with Grout Injection
dc.typeArticle

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