Polymer action on alkali–silica reaction in cement mortar
Autor(a) principal: | |
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Data de Publicação: | 2012 |
Outros Autores: | |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://repositorio.lnec.pt:8080/jspui/handle/123456789/1004829 |
Resumo: | Due to the improvement of several properties, such as lower water absorption and increasing resistance to microcracking, polymer modification of mortar and concrete potentially leads to an inhibiting effect on alkali– silica reaction (ASR). In this study, polymer–cement mortars (PCMs) were subjected to accelerated alkali reactivity tests and their performance compared to that of an unmodified cement mortar (CM). Expansion of PCMs was overall higher, but SEM observations revealed apparent lower microcracking intensity of the cement paste, compared to the unmodified CM. Subsequent stiffness damage tests (SDTs) quantified the existing damage after alkali reactivity tests and confirmed the lower microcracking intensity in PCMs. |
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Polymer action on alkali–silica reaction in cement mortarSemMicrocrackingAlkali-aggregate reactionPolymersMortarsDue to the improvement of several properties, such as lower water absorption and increasing resistance to microcracking, polymer modification of mortar and concrete potentially leads to an inhibiting effect on alkali– silica reaction (ASR). In this study, polymer–cement mortars (PCMs) were subjected to accelerated alkali reactivity tests and their performance compared to that of an unmodified cement mortar (CM). Expansion of PCMs was overall higher, but SEM observations revealed apparent lower microcracking intensity of the cement paste, compared to the unmodified CM. Subsequent stiffness damage tests (SDTs) quantified the existing damage after alkali reactivity tests and confirmed the lower microcracking intensity in PCMs.Elsevier Ltd2013-06-04T15:12:56Z2014-10-20T15:58:29Z2017-04-13T11:22:59Z2012-09-01T00:00:00Z2012-09info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://repositorio.lnec.pt:8080/jspui/handle/123456789/1004829engFeiteira , J.Ribeiro, M. S.info: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:RCAAP2024-01-13T03:05:49Zoai:localhost:123456789/1004829Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T01:39:48.157354Repositório 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 |
Polymer action on alkali–silica reaction in cement mortar |
title |
Polymer action on alkali–silica reaction in cement mortar |
spellingShingle |
Polymer action on alkali–silica reaction in cement mortar Feiteira , J. Sem Microcracking Alkali-aggregate reaction Polymers Mortars |
title_short |
Polymer action on alkali–silica reaction in cement mortar |
title_full |
Polymer action on alkali–silica reaction in cement mortar |
title_fullStr |
Polymer action on alkali–silica reaction in cement mortar |
title_full_unstemmed |
Polymer action on alkali–silica reaction in cement mortar |
title_sort |
Polymer action on alkali–silica reaction in cement mortar |
author |
Feiteira , J. |
author_facet |
Feiteira , J. Ribeiro, M. S. |
author_role |
author |
author2 |
Ribeiro, M. S. |
author2_role |
author |
dc.contributor.author.fl_str_mv |
Feiteira , J. Ribeiro, M. S. |
dc.subject.por.fl_str_mv |
Sem Microcracking Alkali-aggregate reaction Polymers Mortars |
topic |
Sem Microcracking Alkali-aggregate reaction Polymers Mortars |
description |
Due to the improvement of several properties, such as lower water absorption and increasing resistance to microcracking, polymer modification of mortar and concrete potentially leads to an inhibiting effect on alkali– silica reaction (ASR). In this study, polymer–cement mortars (PCMs) were subjected to accelerated alkali reactivity tests and their performance compared to that of an unmodified cement mortar (CM). Expansion of PCMs was overall higher, but SEM observations revealed apparent lower microcracking intensity of the cement paste, compared to the unmodified CM. Subsequent stiffness damage tests (SDTs) quantified the existing damage after alkali reactivity tests and confirmed the lower microcracking intensity in PCMs. |
publishDate |
2012 |
dc.date.none.fl_str_mv |
2012-09-01T00:00:00Z 2012-09 2013-06-04T15:12:56Z 2014-10-20T15:58:29Z 2017-04-13T11:22:59Z |
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://repositorio.lnec.pt:8080/jspui/handle/123456789/1004829 |
url |
http://repositorio.lnec.pt:8080/jspui/handle/123456789/1004829 |
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 |
Elsevier Ltd |
publisher.none.fl_str_mv |
Elsevier Ltd |
dc.source.none.fl_str_mv |
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Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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RCAAP |
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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 |
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