Numerical analysis of an earthen masonry structure subjected to blast loading

Detalhes bibliográficos
Autor(a) principal: Tse, Demiana
Data de Publicação: 2021
Outros Autores: Pereira, João Miguel, Lourenço, Paulo B.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/1822/74667
Resumo: This article belongs to the Special Issue: Damage Detection, Quantification and Modelling in Masonry Structures
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spelling Numerical analysis of an earthen masonry structure subjected to blast loadingMasonryFinite element modelingBlast analysisDynamic increase factorsOut-of-plane behaviorEngenharia e Tecnologia::Engenharia CivilThis article belongs to the Special Issue: Damage Detection, Quantification and Modelling in Masonry StructuresHistoric monuments and constructions capture the knowledge of civilizations of the past and are a source of pride for people of the present. Over the centuries, these buildings have been at risk from natural and man-made causes. The Alhambra, a UNESCO World Heritage Site in Granada, Spain, is one of such places. This paper aims to evaluate the structural performance of the Torre de la Vela, a tower in the Alhambra, under blast loads. The loads were based on historical records of barrels of gunpowder and were modeled as simplified pressure profiles using existing empirical equations. The effect of impulsive loading on the material properties was accounted for using dynamic increase factors, determined experimentally by previous authors. The model was created using Finite Element Methods (FEM) and the problem was solved using explicit dynamic analysis available in Abaqus/Explicit. Using the failure volume damage index, a blast load applied outside and inside of the building would create a low damage level, which should be treated with caution given the occurrence of localized damage. The removal of elements exceeding a given damage threshold led to more visible damage patterns than the Concrete Tension Damage option in Abaqus.FCT -Fundação para a Ciência e a Tecnologia(UIDB/04029/2020)MDPIUniversidade do MinhoTse, DemianaPereira, João MiguelLourenço, Paulo B.2021-112021-11-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/74667engTse D, Pereira JM, Lourenço PB (2021) Numerical analysis of an earthen masonry structure subjected to blast loading. CivilEng – Special issue: Damage Detection, Quantification and Modelling in Masonry Structures, 2(4): 969-9852673-410910.3390/civileng2040052https://www.mdpi.com/2673-4109/2/4/52info: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:RCAAP2023-07-21T12:27:43Zoai:repositorium.sdum.uminho.pt:1822/74667Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:22:26.253011Repositório 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 analysis of an earthen masonry structure subjected to blast loading
title Numerical analysis of an earthen masonry structure subjected to blast loading
spellingShingle Numerical analysis of an earthen masonry structure subjected to blast loading
Tse, Demiana
Masonry
Finite element modeling
Blast analysis
Dynamic increase factors
Out-of-plane behavior
Engenharia e Tecnologia::Engenharia Civil
title_short Numerical analysis of an earthen masonry structure subjected to blast loading
title_full Numerical analysis of an earthen masonry structure subjected to blast loading
title_fullStr Numerical analysis of an earthen masonry structure subjected to blast loading
title_full_unstemmed Numerical analysis of an earthen masonry structure subjected to blast loading
title_sort Numerical analysis of an earthen masonry structure subjected to blast loading
author Tse, Demiana
author_facet Tse, Demiana
Pereira, João Miguel
Lourenço, Paulo B.
author_role author
author2 Pereira, João Miguel
Lourenço, Paulo B.
author2_role author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Tse, Demiana
Pereira, João Miguel
Lourenço, Paulo B.
dc.subject.por.fl_str_mv Masonry
Finite element modeling
Blast analysis
Dynamic increase factors
Out-of-plane behavior
Engenharia e Tecnologia::Engenharia Civil
topic Masonry
Finite element modeling
Blast analysis
Dynamic increase factors
Out-of-plane behavior
Engenharia e Tecnologia::Engenharia Civil
description This article belongs to the Special Issue: Damage Detection, Quantification and Modelling in Masonry Structures
publishDate 2021
dc.date.none.fl_str_mv 2021-11
2021-11-01T00:00:00Z
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/1822/74667
url https://hdl.handle.net/1822/74667
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Tse D, Pereira JM, Lourenço PB (2021) Numerical analysis of an earthen masonry structure subjected to blast loading. CivilEng – Special issue: Damage Detection, Quantification and Modelling in Masonry Structures, 2(4): 969-985
2673-4109
10.3390/civileng2040052
https://www.mdpi.com/2673-4109/2/4/52
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 MDPI
publisher.none.fl_str_mv MDPI
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
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instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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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
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