Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls

Detalhes bibliográficos
Autor(a) principal: Gonen, Semih
Data de Publicação: 2022
Outros Autores: Pulatsu, Bora, Erdogmus, Ece, Lourenço, Paulo B., Soyoz, Serda
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/1822/88675
Resumo: This study investigates the influence of the uncertainty in material properties on the in-plane lateral behavior and capacity of stone masonry walls via a stochastic discontinuum analysis framework. The framework is demon-strated via the 3D numerical assessment of an unreinforced masonry (URM) wall using a stochastic analysis in the form of Monte Carlo simulations. The random parameters considered in this study are the prism compressive strength of masonry, the tensile strength of the masonry units and joints, and the friction angle for joints and units. Novel research is conducted using a fast and accurate DEM model to determine whether the spatial variability of the material properties should be taken into account. In addition, the effects of joint-to-joint cor-relation of modeling parameters are examined to identify if such a correlation exists. A total of 1200 stochastic discontinuum analyses for 12 different cases are carried out. The results call attention to considering the spatial variability of the modeling parameters in the stochastic analysis, as they significantly reduce the variation in the wall's strength and displacement capacity. Results also demonstrate the influence of the correlation between bed-joint parameters on the strength and failure mode of the walls. Ultimately, propagation of the uncertainty in the joint friction angle into the strength and displacement capacity of the walls is quantified.
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spelling Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry wallsStochastic analysisMasonryUncertainty quantificationSpatial correlationMonte Carlo simulationDiscontinuum analysisDiscrete Element methodScience & TechnologyThis study investigates the influence of the uncertainty in material properties on the in-plane lateral behavior and capacity of stone masonry walls via a stochastic discontinuum analysis framework. The framework is demon-strated via the 3D numerical assessment of an unreinforced masonry (URM) wall using a stochastic analysis in the form of Monte Carlo simulations. The random parameters considered in this study are the prism compressive strength of masonry, the tensile strength of the masonry units and joints, and the friction angle for joints and units. Novel research is conducted using a fast and accurate DEM model to determine whether the spatial variability of the material properties should be taken into account. In addition, the effects of joint-to-joint cor-relation of modeling parameters are examined to identify if such a correlation exists. A total of 1200 stochastic discontinuum analyses for 12 different cases are carried out. The results call attention to considering the spatial variability of the modeling parameters in the stochastic analysis, as they significantly reduce the variation in the wall's strength and displacement capacity. Results also demonstrate the influence of the correlation between bed-joint parameters on the strength and failure mode of the walls. Ultimately, propagation of the uncertainty in the joint friction angle into the strength and displacement capacity of the walls is quantified.- (undefined)ElsevierUniversidade do MinhoGonen, SemihPulatsu, BoraErdogmus, EceLourenço, Paulo B.Soyoz, Serda20222022-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/88675eng0950-06181879-052610.1016/j.conbuildmat.2022.127511https://www.sciencedirect.com/science/article/pii/S0950061822011886info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-02-10T01:19:35Zoai:repositorium.sdum.uminho.pt:1822/88675Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T02:37:06.213674Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls
title Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls
spellingShingle Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls
Gonen, Semih
Stochastic analysis
Masonry
Uncertainty quantification
Spatial correlation
Monte Carlo simulation
Discontinuum analysis
Discrete Element method
Science & Technology
title_short Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls
title_full Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls
title_fullStr Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls
title_full_unstemmed Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls
title_sort Effects of spatial variability and correlation in stochastic discontinuum analysis of unreinforced masonry walls
author Gonen, Semih
author_facet Gonen, Semih
Pulatsu, Bora
Erdogmus, Ece
Lourenço, Paulo B.
Soyoz, Serda
author_role author
author2 Pulatsu, Bora
Erdogmus, Ece
Lourenço, Paulo B.
Soyoz, Serda
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Gonen, Semih
Pulatsu, Bora
Erdogmus, Ece
Lourenço, Paulo B.
Soyoz, Serda
dc.subject.por.fl_str_mv Stochastic analysis
Masonry
Uncertainty quantification
Spatial correlation
Monte Carlo simulation
Discontinuum analysis
Discrete Element method
Science & Technology
topic Stochastic analysis
Masonry
Uncertainty quantification
Spatial correlation
Monte Carlo simulation
Discontinuum analysis
Discrete Element method
Science & Technology
description This study investigates the influence of the uncertainty in material properties on the in-plane lateral behavior and capacity of stone masonry walls via a stochastic discontinuum analysis framework. The framework is demon-strated via the 3D numerical assessment of an unreinforced masonry (URM) wall using a stochastic analysis in the form of Monte Carlo simulations. The random parameters considered in this study are the prism compressive strength of masonry, the tensile strength of the masonry units and joints, and the friction angle for joints and units. Novel research is conducted using a fast and accurate DEM model to determine whether the spatial variability of the material properties should be taken into account. In addition, the effects of joint-to-joint cor-relation of modeling parameters are examined to identify if such a correlation exists. A total of 1200 stochastic discontinuum analyses for 12 different cases are carried out. The results call attention to considering the spatial variability of the modeling parameters in the stochastic analysis, as they significantly reduce the variation in the wall's strength and displacement capacity. Results also demonstrate the influence of the correlation between bed-joint parameters on the strength and failure mode of the walls. Ultimately, propagation of the uncertainty in the joint friction angle into the strength and displacement capacity of the walls is quantified.
publishDate 2022
dc.date.none.fl_str_mv 2022
2022-01-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/1822/88675
url https://hdl.handle.net/1822/88675
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 0950-0618
1879-0526
10.1016/j.conbuildmat.2022.127511
https://www.sciencedirect.com/science/article/pii/S0950061822011886
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
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