Elastoplastic Finite Element Analysis of Masonry Shear Walls

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dc.authoridDoran, Bilge/0000-0001-6703-7279
dc.authoridKuruscu, Ali Osman/0000-0002-4402-0711
dc.contributor.authorKoksal, H. Orhun
dc.contributor.authorDoran, Bilge
dc.contributor.authorKuruscu, A. Osman
dc.contributor.authorKocak, Ali
dc.date.accessioned2025-01-27T20:47:35Z
dc.date.available2025-01-27T20:47:35Z
dc.date.issued2016
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractMasonry is the most important construction material in Turkey. It has been used for public and residential buildings in the past several thousand years. A great number of well-preserved old masonry structures still exist proving that this form of construction can successfully resist loads and environmental impact. Traditionally, most major buildings were solid walled structures with the walls bearing directly on the ground. Engineers work hard to convert the highly indeterminate, ambiguous and nonlinear behavior of historic masonry construction into something which can be understood with mathematical certainty. Therefore, practical and accurate structural analysis techniques are needed for the preserve the historical monuments as a huge cultural heritage. This paper is focused on Nonlinear Finite Element (NLFE) modeling of masonry shear walls at a macro-level taking the geometric arrangement of constituents. In this study, 3D elasto-plastic Finite Element (FE) analysis for the masonry walls that subjected to the combinations of vertical and lateral loads, are determined to find a practical method. An original meshing procedure is introduced to consider the orthotropy along the two natural directions of the masonry while the material is still assumed to be isotropic. The paper further examines parameter studies carried out to show that the relation suggested for cohesion values of mortar joint masonry can also be adopted for the masonry walls with dry joints employing compressive stresses on the top surface of the wall despite using its compressive strength. The accuracy of the proposed approach is verified by simulating a series of experiments reported in the literature. Those papers include shear tests on masonry walls with both dry and mortar joints by Raijmakers and Vermeltfoort, Oliveira and Roca. Comparisons between the predicted and measured failure loads of the walls confirm that it is possible to reproduce the fundamental features of masonry shear walls with the proposed meshing scheme. Finally, the proposed approach is shown to fit quite well the experimental load-deformation plots of masonry walls with both dry-and mortar joint under shear-compression fracture.
dc.identifier.doi10.1007/s12205-015-0393-1
dc.identifier.endpage791
dc.identifier.issn1226-7988
dc.identifier.issn1976-3808
dc.identifier.issue2
dc.identifier.scopus2-s2.0-84958035345
dc.identifier.scopusqualityQ2
dc.identifier.startpage784
dc.identifier.urihttps://doi.org/10.1007/s12205-015-0393-1
dc.identifier.urihttps://hdl.handle.net/20.500.12428/24968
dc.identifier.volume20
dc.identifier.wosWOS:000372243800029
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherKorean Society Of Civil Engineers-Ksce
dc.relation.ispartofKsce Journal of Civil Engineering
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WoS_20250125
dc.subjectmasonry wall
dc.subjectfinite element analysis
dc.subjectplasticity
dc.subjectload-displacement curves
dc.subjectDrucker-Prager criterion
dc.titleElastoplastic Finite Element Analysis of Masonry Shear Walls
dc.typeArticle

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