Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect

In this article, the main purpose is nonlinear analysis of the cyclic behavior of the masonry shear walls including brickwork setting using finite element method. Three different brickwork-settings including running bond style, herringbone style and Zarbi style (herreh style) were investigated. To t...

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Autores principales:	Amir Hossein Karimi, Mohammad Saeed Karimi, Ali Kheyroddin, Abdulazim Amirshahkarami
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2017
Materias:	masonry masonry shear wall brickwork setting cyclic loading hysteretic curve numerical modeling brick Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/9963b2a2e4a34c918fcbd63b12ef3d2f
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id	oai:doaj.org-article:9963b2a2e4a34c918fcbd63b12ef3d2f
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spelling	oai:doaj.org-article:9963b2a2e4a34c918fcbd63b12ef3d2f2021-11-08T15:46:36ZExperimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect2476-39772538-261610.22065/jsce.2016.41339https://doaj.org/article/9963b2a2e4a34c918fcbd63b12ef3d2f2017-08-01T00:00:00Zhttps://www.jsce.ir/article_41339_8fa5d8d44a52d3e2cb3411d8a9e7ecdb.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616In this article, the main purpose is nonlinear analysis of the cyclic behavior of the masonry shear walls including brickwork setting using finite element method. Three different brickwork-settings including running bond style, herringbone style and Zarbi style (herreh style) were investigated. To this end, the walls (in dimension of 195×1500×1720 mm) were tested in the laboratory and then were simulated using macro modeling method by Abaqus software, and their hysteretic curves was drawn. The concrete damaged plasticity criteria in the Abaqus software is a model used in this research.In this method, the main failure mechanisms of fracture are cracking in tension and crushing in compression. The macro modeling method was used for numerical assessment of the masonry walls. After numerical modeling and drawing hysteretic curves and contrasting them with laboratory results, it was proven that the concrete damaged plasticity model, which is behavioral model for simulating concrete material, can be used for modeling masonry materials under seismic loading. However, this model cannot be used to simulate pinching effect in hysteretic curve drawn from seismic loading. The envelope curve resulted from the numerical analysis of all three brickwork layouts had a good agreement with the results of the laboratory tests, but in Hysteretic curve of Herringbone style and Zarbi style the pinching effect did not match experimental resultsAmir Hossein KarimiMohammad Saeed KarimiAli KheyroddinAbdulazim AmirshahkaramiIranian Society of Structrual Engineering (ISSE)articlemasonrymasonry shear wallbrickwork settingcyclic loadinghysteretic curvenumerical modelingbrickBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 4, Iss 2, Pp 19-32 (2017)
institution	DOAJ
collection	DOAJ
language	FA
topic	masonry masonry shear wall brickwork setting cyclic loading hysteretic curve numerical modeling brick Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	masonry masonry shear wall brickwork setting cyclic loading hysteretic curve numerical modeling brick Bridge engineering TG1-470 Building construction TH1-9745 Amir Hossein Karimi Mohammad Saeed Karimi Ali Kheyroddin Abdulazim Amirshahkarami Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect
description	In this article, the main purpose is nonlinear analysis of the cyclic behavior of the masonry shear walls including brickwork setting using finite element method. Three different brickwork-settings including running bond style, herringbone style and Zarbi style (herreh style) were investigated. To this end, the walls (in dimension of 195×1500×1720 mm) were tested in the laboratory and then were simulated using macro modeling method by Abaqus software, and their hysteretic curves was drawn. The concrete damaged plasticity criteria in the Abaqus software is a model used in this research.In this method, the main failure mechanisms of fracture are cracking in tension and crushing in compression. The macro modeling method was used for numerical assessment of the masonry walls. After numerical modeling and drawing hysteretic curves and contrasting them with laboratory results, it was proven that the concrete damaged plasticity model, which is behavioral model for simulating concrete material, can be used for modeling masonry materials under seismic loading. However, this model cannot be used to simulate pinching effect in hysteretic curve drawn from seismic loading. The envelope curve resulted from the numerical analysis of all three brickwork layouts had a good agreement with the results of the laboratory tests, but in Hysteretic curve of Herringbone style and Zarbi style the pinching effect did not match experimental results
format	article
author	Amir Hossein Karimi Mohammad Saeed Karimi Ali Kheyroddin Abdulazim Amirshahkarami
author_facet	Amir Hossein Karimi Mohammad Saeed Karimi Ali Kheyroddin Abdulazim Amirshahkarami
author_sort	Amir Hossein Karimi
title	Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect
title_short	Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect
title_full	Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect
title_fullStr	Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect
title_full_unstemmed	Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect
title_sort	experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2017
url	https://doaj.org/article/9963b2a2e4a34c918fcbd63b12ef3d2f
work_keys_str_mv	AT amirhosseinkarimi experimentalassessmentandnumericalmodelingofthenonlinearbehaviorofthemasonryshearwallsunderinplanecyclicloadingconsideringthebrickworksettingeffect AT mohammadsaeedkarimi experimentalassessmentandnumericalmodelingofthenonlinearbehaviorofthemasonryshearwallsunderinplanecyclicloadingconsideringthebrickworksettingeffect AT alikheyroddin experimentalassessmentandnumericalmodelingofthenonlinearbehaviorofthemasonryshearwallsunderinplanecyclicloadingconsideringthebrickworksettingeffect AT abdulazimamirshahkarami experimentalassessmentandnumericalmodelingofthenonlinearbehaviorofthemasonryshearwallsunderinplanecyclicloadingconsideringthebrickworksettingeffect
_version_	1718441687501504512

Experimental assessment and numerical modeling of the nonlinear behavior of the masonry shear walls under in-plane cyclic loading considering the brickwork-setting effect

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