Shear capacity assessment of tuff panels strengthened with FRP diagonal layout

Bibliographic Details
Main Author: Marcari, Giancarlo
Publication Date: 2011
Other Authors: Oliveira, Daniel V., Fabbrocino, G., Lourenço, Paulo B.
Format: Article
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: https://hdl.handle.net/1822/15227
Summary: A quantitative analysis of the in-plane shear capacity of tuff masonry panels externally reinforced with FRP diagonal layout has been carried out. The objective is to provide a rational approach to the definition of the contributions from masonry and FRP to the lateral in-plane resistance of strengthened panels. Relevant experimental results of monotonic shear-compression tests are carefully analysed. A truss model approach, combined with a proper masonry strength criterion for masonry is proposed and validated. A comparison between computed and experimental data confirms the validity of the procedure in view of practical applications and code recommendations.
id RCAP_bf350a482e5a32c852755fa679a98ce0
oai_identifier_str oai:repositorium.sdum.uminho.pt:1822/15227
network_acronym_str RCAP
network_name_str Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
repository_id_str https://opendoar.ac.uk/repository/7160
spelling Shear capacity assessment of tuff panels strengthened with FRP diagonal layoutFRPIn-plane shear capacityMasonryPolymer-matrix composites (PMCs)DebondingAnalytical modellingStrengthTuff masonryA. Polymer-matrix composites (PMCs)B. DebondingB. StrengthC. Analytical modellingScience & TechnologyA quantitative analysis of the in-plane shear capacity of tuff masonry panels externally reinforced with FRP diagonal layout has been carried out. The objective is to provide a rational approach to the definition of the contributions from masonry and FRP to the lateral in-plane resistance of strengthened panels. Relevant experimental results of monotonic shear-compression tests are carefully analysed. A truss model approach, combined with a proper masonry strength criterion for masonry is proposed and validated. A comparison between computed and experimental data confirms the validity of the procedure in view of practical applications and code recommendations.ElsevierUniversidade do MinhoMarcari, GiancarloOliveira, Daniel V.Fabbrocino, G.Lourenço, Paulo B.20112011-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/15227eng1359-836810.1016/j.compositesb.2011.05.031http://www.sciencedirect.com/info: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:RCAAP2025-04-12T05:17:00Zoai:repositorium.sdum.uminho.pt:1822/15227Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T16:19:36.840803Repositórios 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 Shear capacity assessment of tuff panels strengthened with FRP diagonal layout
title Shear capacity assessment of tuff panels strengthened with FRP diagonal layout
spellingShingle Shear capacity assessment of tuff panels strengthened with FRP diagonal layout
Marcari, Giancarlo
FRP
In-plane shear capacity
Masonry
Polymer-matrix composites (PMCs)
Debonding
Analytical modelling
Strength
Tuff masonry
A. Polymer-matrix composites (PMCs)
B. Debonding
B. Strength
C. Analytical modelling
Science & Technology
title_short Shear capacity assessment of tuff panels strengthened with FRP diagonal layout
title_full Shear capacity assessment of tuff panels strengthened with FRP diagonal layout
title_fullStr Shear capacity assessment of tuff panels strengthened with FRP diagonal layout
title_full_unstemmed Shear capacity assessment of tuff panels strengthened with FRP diagonal layout
title_sort Shear capacity assessment of tuff panels strengthened with FRP diagonal layout
author Marcari, Giancarlo
author_facet Marcari, Giancarlo
Oliveira, Daniel V.
Fabbrocino, G.
Lourenço, Paulo B.
author_role author
author2 Oliveira, Daniel V.
Fabbrocino, G.
Lourenço, Paulo B.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Marcari, Giancarlo
Oliveira, Daniel V.
Fabbrocino, G.
Lourenço, Paulo B.
dc.subject.por.fl_str_mv FRP
In-plane shear capacity
Masonry
Polymer-matrix composites (PMCs)
Debonding
Analytical modelling
Strength
Tuff masonry
A. Polymer-matrix composites (PMCs)
B. Debonding
B. Strength
C. Analytical modelling
Science & Technology
topic FRP
In-plane shear capacity
Masonry
Polymer-matrix composites (PMCs)
Debonding
Analytical modelling
Strength
Tuff masonry
A. Polymer-matrix composites (PMCs)
B. Debonding
B. Strength
C. Analytical modelling
Science & Technology
description A quantitative analysis of the in-plane shear capacity of tuff masonry panels externally reinforced with FRP diagonal layout has been carried out. The objective is to provide a rational approach to the definition of the contributions from masonry and FRP to the lateral in-plane resistance of strengthened panels. Relevant experimental results of monotonic shear-compression tests are carefully analysed. A truss model approach, combined with a proper masonry strength criterion for masonry is proposed and validated. A comparison between computed and experimental data confirms the validity of the procedure in view of practical applications and code recommendations.
publishDate 2011
dc.date.none.fl_str_mv 2011
2011-01-01T00:00:00Z
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/1822/15227
url https://hdl.handle.net/1822/15227
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 1359-8368
10.1016/j.compositesb.2011.05.031
http://www.sciencedirect.com/
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:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron:RCAAP
instname_str FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron_str RCAAP
institution RCAAP
reponame_str Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
collection Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
repository.name.fl_str_mv Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
repository.mail.fl_str_mv info@rcaap.pt
_version_ 1833595877649809408