Tensile fracture mechanism of masonry wallettes parallel to bed joints: A stochastic discontinuum analysis

Detalhes bibliográficos
Autor(a) principal: Pulatsu, Bora
Data de Publicação: 2020
Outros Autores: Gonen, Semih, Erdogmus, Ece, Lourenço, Paulo B., Lemos, Jose V., Hazzard, Jim
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/1822/71535
Resumo: Nonhomogeneous material characteristics of masonry lead to complex fracture mechanisms, which require substantial analysis regarding the influence of masonry constituents. In this context, this study presents a discontinuum modeling strategy, based on the discrete element method, developed to investigate the tensile fracture mechanism of masonry wallettes parallel to the bed joints considering the inherent variation in the material properties. The applied numerical approach utilizes polyhedral blocks to represent masonry and integrate the equations of motion explicitly to compute nodal velocities for each block in the system. The mechanical interaction between the adjacent blocks is computed at the active contact points, where the contact stresses are calculated and updated based on the implemented contact constitutive models. In this research, different fracture mechanisms of masonry wallettes under tension are explored developing at the unit–mortar interface and/or within the units. The contact properties are determined based on certain statistical variations. Emphasis is given to the influence of the material properties on the fracture mechanism and capacity of the masonry assemblages. The results of the analysis reveal and quantify the importance of the contact properties for unit and unit–mortar interfaces (e.g., tensile strength, cohesion, and friction coefficient) in terms of capacity and corresponding fracture mechanism for masonry wallettes.
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spelling Tensile fracture mechanism of masonry wallettes parallel to bed joints: A stochastic discontinuum analysisDEMdiscontinuum analysismasonrymaterial uncertaintyMonte Carlo simulationEngenharia e Tecnologia::Engenharia CivilNonhomogeneous material characteristics of masonry lead to complex fracture mechanisms, which require substantial analysis regarding the influence of masonry constituents. In this context, this study presents a discontinuum modeling strategy, based on the discrete element method, developed to investigate the tensile fracture mechanism of masonry wallettes parallel to the bed joints considering the inherent variation in the material properties. The applied numerical approach utilizes polyhedral blocks to represent masonry and integrate the equations of motion explicitly to compute nodal velocities for each block in the system. The mechanical interaction between the adjacent blocks is computed at the active contact points, where the contact stresses are calculated and updated based on the implemented contact constitutive models. In this research, different fracture mechanisms of masonry wallettes under tension are explored developing at the unit–mortar interface and/or within the units. The contact properties are determined based on certain statistical variations. Emphasis is given to the influence of the material properties on the fracture mechanism and capacity of the masonry assemblages. The results of the analysis reveal and quantify the importance of the contact properties for unit and unit–mortar interfaces (e.g., tensile strength, cohesion, and friction coefficient) in terms of capacity and corresponding fracture mechanism for masonry wallettes.This research received no external funding.Multidisciplinary Digital Publishing InstituteUniversidade do MinhoPulatsu, BoraGonen, SemihErdogmus, EceLourenço, Paulo B.Lemos, Jose V.Hazzard, Jim20202020-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/71535engPulatsu, B.; Gonen, S.; Erdogmus, E.; Lourenço, P.B.; Lemos, J.V.; Hazzard, J. Tensile Fracture Mechanism of Masonry Wallettes Parallel to Bed Joints: A Stochastic Discontinuum Analysis. Modelling 2020, 1, 78-93. https://doi.org/10.3390/modelling10200062673-395110.3390/modelling1020006https://www.mdpi.com/2673-3951/1/2/6info: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:RCAAP2024-02-03T01:19:49Zoai:repositorium.sdum.uminho.pt:1822/71535Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:13:13.784071Repositório 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 Tensile fracture mechanism of masonry wallettes parallel to bed joints: A stochastic discontinuum analysis
title Tensile fracture mechanism of masonry wallettes parallel to bed joints: A stochastic discontinuum analysis
spellingShingle Tensile fracture mechanism of masonry wallettes parallel to bed joints: A stochastic discontinuum analysis
Pulatsu, Bora
DEM
discontinuum analysis
masonry
material uncertainty
Monte Carlo simulation
Engenharia e Tecnologia::Engenharia Civil
title_short Tensile fracture mechanism of masonry wallettes parallel to bed joints: A stochastic discontinuum analysis
title_full Tensile fracture mechanism of masonry wallettes parallel to bed joints: A stochastic discontinuum analysis
title_fullStr Tensile fracture mechanism of masonry wallettes parallel to bed joints: A stochastic discontinuum analysis
title_full_unstemmed Tensile fracture mechanism of masonry wallettes parallel to bed joints: A stochastic discontinuum analysis
title_sort Tensile fracture mechanism of masonry wallettes parallel to bed joints: A stochastic discontinuum analysis
author Pulatsu, Bora
author_facet Pulatsu, Bora
Gonen, Semih
Erdogmus, Ece
Lourenço, Paulo B.
Lemos, Jose V.
Hazzard, Jim
author_role author
author2 Gonen, Semih
Erdogmus, Ece
Lourenço, Paulo B.
Lemos, Jose V.
Hazzard, Jim
author2_role author
author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Pulatsu, Bora
Gonen, Semih
Erdogmus, Ece
Lourenço, Paulo B.
Lemos, Jose V.
Hazzard, Jim
dc.subject.por.fl_str_mv DEM
discontinuum analysis
masonry
material uncertainty
Monte Carlo simulation
Engenharia e Tecnologia::Engenharia Civil
topic DEM
discontinuum analysis
masonry
material uncertainty
Monte Carlo simulation
Engenharia e Tecnologia::Engenharia Civil
description Nonhomogeneous material characteristics of masonry lead to complex fracture mechanisms, which require substantial analysis regarding the influence of masonry constituents. In this context, this study presents a discontinuum modeling strategy, based on the discrete element method, developed to investigate the tensile fracture mechanism of masonry wallettes parallel to the bed joints considering the inherent variation in the material properties. The applied numerical approach utilizes polyhedral blocks to represent masonry and integrate the equations of motion explicitly to compute nodal velocities for each block in the system. The mechanical interaction between the adjacent blocks is computed at the active contact points, where the contact stresses are calculated and updated based on the implemented contact constitutive models. In this research, different fracture mechanisms of masonry wallettes under tension are explored developing at the unit–mortar interface and/or within the units. The contact properties are determined based on certain statistical variations. Emphasis is given to the influence of the material properties on the fracture mechanism and capacity of the masonry assemblages. The results of the analysis reveal and quantify the importance of the contact properties for unit and unit–mortar interfaces (e.g., tensile strength, cohesion, and friction coefficient) in terms of capacity and corresponding fracture mechanism for masonry wallettes.
publishDate 2020
dc.date.none.fl_str_mv 2020
2020-01-01T00:00:00Z
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/1822/71535
url https://hdl.handle.net/1822/71535
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Pulatsu, B.; Gonen, S.; Erdogmus, E.; Lourenço, P.B.; Lemos, J.V.; Hazzard, J. Tensile Fracture Mechanism of Masonry Wallettes Parallel to Bed Joints: A Stochastic Discontinuum Analysis. Modelling 2020, 1, 78-93. https://doi.org/10.3390/modelling1020006
2673-3951
10.3390/modelling1020006
https://www.mdpi.com/2673-3951/1/2/6
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 Multidisciplinary Digital Publishing Institute
publisher.none.fl_str_mv Multidisciplinary Digital Publishing Institute
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
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv
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