Effect of environmental aging on the numerical response of FRP-strengthened masonry walls
Main Author: | |
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Publication Date: | 2016 |
Other Authors: | , |
Format: | Article |
Language: | eng |
Source: | Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
Download full: | http://hdl.handle.net/1822/38965 |
Summary: | Recent durability studies have shown the susceptibility of bond in fiber-reinforced polymer (FRP) strengthened masonry components to hygrothermal exposures. However, it is not clear how this local material degradation affects the global behavior of FRP-strengthened masonry structures. This study addresses this issue by numerically investigating the nonlinear behavior of FRP-masonry walls after aging in two different environmental conditions. A numerical modeling strategy is adopted and validated with existing experimental tests on FRP-strengthened masonry panels. The model, once validated, is used for modeling of four hypothetical FRP-strengthened masonry walls with different boundary conditions, strengthening schemes, and reinforcement ratios. The nonlinear behavior of the walls is then simulated before and after aging in two different environmental conditions. The degradation data are taken from previous accelerated aging tests. The changes in the failure mode and nonlinear response of the walls after aging are presented and discussed. |
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Effect of environmental aging on the numerical response of FRP-strengthened masonry wallsFRPMasonryDurabilityNumerical modelingLong-term performanceSeismic behaviorFiber-reinforced polymers (FRP)Concrete and masonry structuresEngenharia e Tecnologia::Engenharia CivilScience & TechnologyRecent durability studies have shown the susceptibility of bond in fiber-reinforced polymer (FRP) strengthened masonry components to hygrothermal exposures. However, it is not clear how this local material degradation affects the global behavior of FRP-strengthened masonry structures. This study addresses this issue by numerically investigating the nonlinear behavior of FRP-masonry walls after aging in two different environmental conditions. A numerical modeling strategy is adopted and validated with existing experimental tests on FRP-strengthened masonry panels. The model, once validated, is used for modeling of four hypothetical FRP-strengthened masonry walls with different boundary conditions, strengthening schemes, and reinforcement ratios. The nonlinear behavior of the walls is then simulated before and after aging in two different environmental conditions. The degradation data are taken from previous accelerated aging tests. The changes in the failure mode and nonlinear response of the walls after aging are presented and discussed.The first author acknowledges the financial support of the Portuguese Science Foundation [Fundacao de Ciencia Tecnologia (FCT)] through grants SFRH/BD/80697/2011 and SFRH/BPD/92614/2013.American Society of Civil Engineers (ASCE)Universidade do MinhoGhiassi, BahmanLourenço, Paulo B.Oliveira, Daniel V.20162016-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/38965engGhiassi, B., Lourenço, P., and Oliveira, D. (2016). "Effect of Environmental Aging on the Numerical Response of FRP-Strengthened Masonry Walls." J. Struct. Eng. , 10.1061/(ASCE)ST.1943-541X.0001358 , 04015087.0733-944510.1061/(ASCE)ST.1943-541X.0001358info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2024-05-11T07:37:50Zoai:repositorium.sdum.uminho.pt:1822/38965Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T16:34:07.644037Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse |
dc.title.none.fl_str_mv |
Effect of environmental aging on the numerical response of FRP-strengthened masonry walls |
title |
Effect of environmental aging on the numerical response of FRP-strengthened masonry walls |
spellingShingle |
Effect of environmental aging on the numerical response of FRP-strengthened masonry walls Ghiassi, Bahman FRP Masonry Durability Numerical modeling Long-term performance Seismic behavior Fiber-reinforced polymers (FRP) Concrete and masonry structures Engenharia e Tecnologia::Engenharia Civil Science & Technology |
title_short |
Effect of environmental aging on the numerical response of FRP-strengthened masonry walls |
title_full |
Effect of environmental aging on the numerical response of FRP-strengthened masonry walls |
title_fullStr |
Effect of environmental aging on the numerical response of FRP-strengthened masonry walls |
title_full_unstemmed |
Effect of environmental aging on the numerical response of FRP-strengthened masonry walls |
title_sort |
Effect of environmental aging on the numerical response of FRP-strengthened masonry walls |
author |
Ghiassi, Bahman |
author_facet |
Ghiassi, Bahman Lourenço, Paulo B. Oliveira, Daniel V. |
author_role |
author |
author2 |
Lourenço, Paulo B. Oliveira, Daniel V. |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Ghiassi, Bahman Lourenço, Paulo B. Oliveira, Daniel V. |
dc.subject.por.fl_str_mv |
FRP Masonry Durability Numerical modeling Long-term performance Seismic behavior Fiber-reinforced polymers (FRP) Concrete and masonry structures Engenharia e Tecnologia::Engenharia Civil Science & Technology |
topic |
FRP Masonry Durability Numerical modeling Long-term performance Seismic behavior Fiber-reinforced polymers (FRP) Concrete and masonry structures Engenharia e Tecnologia::Engenharia Civil Science & Technology |
description |
Recent durability studies have shown the susceptibility of bond in fiber-reinforced polymer (FRP) strengthened masonry components to hygrothermal exposures. However, it is not clear how this local material degradation affects the global behavior of FRP-strengthened masonry structures. This study addresses this issue by numerically investigating the nonlinear behavior of FRP-masonry walls after aging in two different environmental conditions. A numerical modeling strategy is adopted and validated with existing experimental tests on FRP-strengthened masonry panels. The model, once validated, is used for modeling of four hypothetical FRP-strengthened masonry walls with different boundary conditions, strengthening schemes, and reinforcement ratios. The nonlinear behavior of the walls is then simulated before and after aging in two different environmental conditions. The degradation data are taken from previous accelerated aging tests. The changes in the failure mode and nonlinear response of the walls after aging are presented and discussed. |
publishDate |
2016 |
dc.date.none.fl_str_mv |
2016 2016-01-01T00:00:00Z |
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 |
http://hdl.handle.net/1822/38965 |
url |
http://hdl.handle.net/1822/38965 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Ghiassi, B., Lourenço, P., and Oliveira, D. (2016). "Effect of Environmental Aging on the Numerical Response of FRP-Strengthened Masonry Walls." J. Struct. Eng. , 10.1061/(ASCE)ST.1943-541X.0001358 , 04015087. 0733-9445 10.1061/(ASCE)ST.1943-541X.0001358 |
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 |
American Society of Civil Engineers (ASCE) |
publisher.none.fl_str_mv |
American Society of Civil Engineers (ASCE) |
dc.source.none.fl_str_mv |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) |
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Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia |
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