Stress-strain behavior of concrete block masonry prisms under compression

Bibliographic Details
Main Author: Mohamad, Gihad
Publication Date: 2012
Other Authors: Lourenço, Paulo B., Roman, Humberto R., Barbosa, C. S., Rizzatti, Eduardo
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: http://hdl.handle.net/1822/21491
Summary: The aim of this work is to critically assess a stress-strain model using experimental masonry prisms constructed from different blocks and mortar. The following conclusion may be drawn from this work: mortar is mostly responsible for the non-linear behavior of masonry. The initial tangent modulus, obtained taking into account the compressive strength, provides a strongly non-linear relationship between elasticity modulus and compressive strength.
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spelling Stress-strain behavior of concrete block masonry prisms under compressionConcrete blockMasonry prisms stress-strainThe aim of this work is to critically assess a stress-strain model using experimental masonry prisms constructed from different blocks and mortar. The following conclusion may be drawn from this work: mortar is mostly responsible for the non-linear behavior of masonry. The initial tangent modulus, obtained taking into account the compressive strength, provides a strongly non-linear relationship between elasticity modulus and compressive strength.Universidade Federal de Santa Catarina (UFSC)Universidade do MinhoMohamad, GihadLourenço, Paulo B.Roman, Humberto R.Barbosa, C. S.Rizzatti, Eduardo20122012-01-01T00:00:00Zconference paperinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/1822/21491enginfo: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:RCAAP2024-05-11T04:40:40Zoai:repositorium.sdum.uminho.pt:1822/21491Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T14:55:08.210868Repositórios 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 Stress-strain behavior of concrete block masonry prisms under compression
title Stress-strain behavior of concrete block masonry prisms under compression
spellingShingle Stress-strain behavior of concrete block masonry prisms under compression
Mohamad, Gihad
Concrete block
Masonry prisms stress-strain
title_short Stress-strain behavior of concrete block masonry prisms under compression
title_full Stress-strain behavior of concrete block masonry prisms under compression
title_fullStr Stress-strain behavior of concrete block masonry prisms under compression
title_full_unstemmed Stress-strain behavior of concrete block masonry prisms under compression
title_sort Stress-strain behavior of concrete block masonry prisms under compression
author Mohamad, Gihad
author_facet Mohamad, Gihad
Lourenço, Paulo B.
Roman, Humberto R.
Barbosa, C. S.
Rizzatti, Eduardo
author_role author
author2 Lourenço, Paulo B.
Roman, Humberto R.
Barbosa, C. S.
Rizzatti, Eduardo
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Mohamad, Gihad
Lourenço, Paulo B.
Roman, Humberto R.
Barbosa, C. S.
Rizzatti, Eduardo
dc.subject.por.fl_str_mv Concrete block
Masonry prisms stress-strain
topic Concrete block
Masonry prisms stress-strain
description The aim of this work is to critically assess a stress-strain model using experimental masonry prisms constructed from different blocks and mortar. The following conclusion may be drawn from this work: mortar is mostly responsible for the non-linear behavior of masonry. The initial tangent modulus, obtained taking into account the compressive strength, provides a strongly non-linear relationship between elasticity modulus and compressive strength.
publishDate 2012
dc.date.none.fl_str_mv 2012
2012-01-01T00:00:00Z
dc.type.driver.fl_str_mv conference paper
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/1822/21491
url http://hdl.handle.net/1822/21491
dc.language.iso.fl_str_mv eng
language eng
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 Universidade Federal de Santa Catarina (UFSC)
publisher.none.fl_str_mv Universidade Federal de Santa Catarina (UFSC)
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_ 1833594977557413888

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