Numerical simulation of the tension–compression behavior of tie connections in brick masonry walls

Detalhes bibliográficos
Autor(a) principal: Ortega, Javier
Data de Publicação: 2022
Outros Autores: Mendes, N., Vasconcelos, Graça
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/1822/79978
Resumo: Brick masonry veneer walls connected to infill walls inserted in a reinforced concrete (RC) frame are a common constructive system in Portugal. The stability of the veneer wall is ensured by ties that make the connection with the masonry infill walls. These ties enable the transferring of out-of-plane loads to the main structure due to wind, and particularly due to earthquakes. However, the characterization of the seismic behavior of these tie connections is an insufficiently explored topic. The present paper shows a numerical investigation that aims to simulate experimental results of tension and compression tests performed on masonry prisms connected by means of steel ties. The main objective of the present research is to obtain a better understanding of the complex structural behavior of this specific construction system to then develop simplified numerical tools to be used in engineering practice for the seismic design and retrofitting of brick masonry veneer walls. The numerical results match well the experimental ones, and the validated approach can be used in the future to carry out parametric analyses to evaluate the influence of material and geometric properties of the tie and masonry, as well as the type of action and construction details.
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spelling Numerical simulation of the tension–compression behavior of tie connections in brick masonry wallsbrick masonryveneer wallssteel tiesexperimental analysiscyclic loadingtension–compressionfinite elementnumerical analysisEngenharia e Tecnologia::Engenharia CivilBrick masonry veneer walls connected to infill walls inserted in a reinforced concrete (RC) frame are a common constructive system in Portugal. The stability of the veneer wall is ensured by ties that make the connection with the masonry infill walls. These ties enable the transferring of out-of-plane loads to the main structure due to wind, and particularly due to earthquakes. However, the characterization of the seismic behavior of these tie connections is an insufficiently explored topic. The present paper shows a numerical investigation that aims to simulate experimental results of tension and compression tests performed on masonry prisms connected by means of steel ties. The main objective of the present research is to obtain a better understanding of the complex structural behavior of this specific construction system to then develop simplified numerical tools to be used in engineering practice for the seismic design and retrofitting of brick masonry veneer walls. The numerical results match well the experimental ones, and the validated approach can be used in the future to carry out parametric analyses to evaluate the influence of material and geometric properties of the tie and masonry, as well as the type of action and construction details.Portuguese Foundation for Science and Technology (FCT), through the financing of the research project SEVen—Development of Sustainable Ceramic Brick Masonry Veneer Walls for Building Envelops (PTDC/ECI-CON/30876/2017).Multidisciplinary Digital Publishing InstituteUniversidade do MinhoOrtega, JavierMendes, N.Vasconcelos, Graça2022-05-212022-05-21T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/79978engOrtega, J.; Mendes, N.; Vasconcelos, G. Numerical Simulation of the Tension–Compression Behavior of Tie Connections in Brick Masonry Walls. CivilEng 2022, 3, 441-455. https://doi.org/10.3390/civileng30200262673-410910.3390/civileng3020026https://www.mdpi.com/2673-4109/3/2/26info: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:RCAAP2024-02-24T01:22:09Zoai:repositorium.sdum.uminho.pt:1822/79978Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T18:52:58.012151Repositório 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 Numerical simulation of the tension–compression behavior of tie connections in brick masonry walls
title Numerical simulation of the tension–compression behavior of tie connections in brick masonry walls
spellingShingle Numerical simulation of the tension–compression behavior of tie connections in brick masonry walls
Ortega, Javier
brick masonry
veneer walls
steel ties
experimental analysis
cyclic loading
tension–compression
finite element
numerical analysis
Engenharia e Tecnologia::Engenharia Civil
title_short Numerical simulation of the tension–compression behavior of tie connections in brick masonry walls
title_full Numerical simulation of the tension–compression behavior of tie connections in brick masonry walls
title_fullStr Numerical simulation of the tension–compression behavior of tie connections in brick masonry walls
title_full_unstemmed Numerical simulation of the tension–compression behavior of tie connections in brick masonry walls
title_sort Numerical simulation of the tension–compression behavior of tie connections in brick masonry walls
author Ortega, Javier
author_facet Ortega, Javier
Mendes, N.
Vasconcelos, Graça
author_role author
author2 Mendes, N.
Vasconcelos, Graça
author2_role author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Ortega, Javier
Mendes, N.
Vasconcelos, Graça
dc.subject.por.fl_str_mv brick masonry
veneer walls
steel ties
experimental analysis
cyclic loading
tension–compression
finite element
numerical analysis
Engenharia e Tecnologia::Engenharia Civil
topic brick masonry
veneer walls
steel ties
experimental analysis
cyclic loading
tension–compression
finite element
numerical analysis
Engenharia e Tecnologia::Engenharia Civil
description Brick masonry veneer walls connected to infill walls inserted in a reinforced concrete (RC) frame are a common constructive system in Portugal. The stability of the veneer wall is ensured by ties that make the connection with the masonry infill walls. These ties enable the transferring of out-of-plane loads to the main structure due to wind, and particularly due to earthquakes. However, the characterization of the seismic behavior of these tie connections is an insufficiently explored topic. The present paper shows a numerical investigation that aims to simulate experimental results of tension and compression tests performed on masonry prisms connected by means of steel ties. The main objective of the present research is to obtain a better understanding of the complex structural behavior of this specific construction system to then develop simplified numerical tools to be used in engineering practice for the seismic design and retrofitting of brick masonry veneer walls. The numerical results match well the experimental ones, and the validated approach can be used in the future to carry out parametric analyses to evaluate the influence of material and geometric properties of the tie and masonry, as well as the type of action and construction details.
publishDate 2022
dc.date.none.fl_str_mv 2022-05-21
2022-05-21T00:00:00Z
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/1822/79978
url https://hdl.handle.net/1822/79978
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Ortega, J.; Mendes, N.; Vasconcelos, G. Numerical Simulation of the Tension–Compression Behavior of Tie Connections in Brick Masonry Walls. CivilEng 2022, 3, 441-455. https://doi.org/10.3390/civileng3020026
2673-4109
10.3390/civileng3020026
https://www.mdpi.com/2673-4109/3/2/26
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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