Crack development depending on bond design for masonry walls under shear

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dc.contributor.authorUral, Ali
dc.contributor.buuauthorDoğangün, Adem
dc.contributor.departmentUludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.tr_TR
dc.contributor.orcid0000-0002-1867-7103tr_TR
dc.contributor.researcheridAAR-6126-2020tr_TR
dc.contributor.scopusid6602349830tr_TR
dc.date.accessioned2022-04-20T08:53:41Z
dc.date.available2022-04-20T08:53:41Z
dc.date.issued2012-10-25
dc.description.abstractWalls are the most important vertical load-carrying elements of masonry structures. Their bond designs are different from one country to another. This paper presents the shear effects of some structural bond designs commonly used for masonry walls. Six different bond designs are considered and modeled using finite element procedures under lateral loading to examine the shear behavior of masonry walls. To obtain accurate results, finite element models are assumed in the inelastic region. Crack development patterns for each wall are illustrated on deformed meshes, and the numerical results are compared.en_US
dc.identifier.citationUral, A. ve Doğangün, A. (2012). "Crack development depending on bond design for masonry walls under shear". Structural Engineering and Mechanics, 44(2), 257-266.en_US
dc.identifier.endpage266tr_TR
dc.identifier.issn1225-4568
dc.identifier.issn1598-6217
dc.identifier.issue2tr_TR
dc.identifier.scopus2-s2.0-84867761630tr_TR
dc.identifier.startpage257tr_TR
dc.identifier.urihttps://doi.org/10.12989/sem.2012.44.2.257
dc.identifier.urihttp://koreascience.or.kr/article/JAKO201215541090817.page
dc.identifier.urihttp://hdl.handle.net/11452/25900
dc.identifier.volume44tr_TR
dc.identifier.wos000310667100008tr_TR
dc.indexed.scopusScopusen_US
dc.indexed.wosSCIEen_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.collaborationYurt içitr_TR
dc.relation.journalStructural Engineering and Mechanicsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergitr_TR
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectEngineeringen_US
dc.subjectMasonryen_US
dc.subjectBonding designen_US
dc.subjectInelastic behavioren_US
dc.subjectCrack developmenten_US
dc.subjectModelen_US
dc.subjectHomogenizationen_US
dc.subjectBehavioren_US
dc.subjectFinite element methoden_US
dc.subjectMasonry constructionen_US
dc.subjectRetaining wallsen_US
dc.subjectShear flowen_US
dc.subjectWalls (structural partitions)en_US
dc.subjectBonding designsen_US
dc.subjectFinite element procedureen_US
dc.subjectLateral loadingen_US
dc.subjectMasonry structuresen_US
dc.subjectNumerical resultsen_US
dc.subjectMasonry materialsen_US
dc.subject.scopusMasonry; Clay Brick; Spandrelsen_US
dc.subject.wosEngineering, civilen_US
dc.subject.wosEngineering, mechanicalen_US
dc.titleCrack development depending on bond design for masonry walls under shearen_US
dc.typeArticle
dc.wos.quartileQ3en_US

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