Evaluation of crack bridging in adhered waterproofing systems
Autor(a) principal: | |
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Data de Publicação: | 2021 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | PARC (Campinas) |
Texto Completo: | https://periodicos.sbu.unicamp.br/ojs/index.php/parc/article/view/8661114 |
Resumo: | Waterproofing systems adhered to concrete structures produce a protective barrier against fluids and aggressive agents' penetrations. However, if cracks appear in the substrate and are transmitted to the adhered waterproof layer, the system's water tightness can be compromised. This work aims to perform an experimental evaluation of two waterproofing membranes' behavior, based on acrylic, when adhered to concrete substrates subject to cracking. A mechanical test method based on indirect tensile stress associated with Digital Image Correlation analysis (DIC) is proposed to assess the transfer of cracks from concrete substrates to bonded waterproofing membranes. The results showed that this methodology allows distinguishing the membranes' behavior concerning the transfer of cracks. It was also possible to measure quantitatively, with the DIC technique, the degree of crack in the concrete that resulted in cracking in the membranes. The pure acrylates membrane resulted in less stress dissipation from the substrate than the acrylic copolymer without cement membrane. This behavior can be related to the difference in the elongation of the materials. The adhesion of the membranes to the substrate was high and considerably higher than the normative requirements, and can be associated with the membrane's difficulty in dissipating the substrate stress, cracking more easily. |
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Evaluation of crack bridging in adhered waterproofing systemsAvaliação da transferência de fissuras em sistemas de impermeabilização aderidosTransferência de fissurasSistemas de impermeabilizaçãoMembranas impermeabilizantes aderidasAnálise por correlação de imagem digital 2DCrack bridging abilityWaterproofing systemsAdhered waterproofing systems2D digital image correlation (DIC)Waterproofing systems adhered to concrete structures produce a protective barrier against fluids and aggressive agents' penetrations. However, if cracks appear in the substrate and are transmitted to the adhered waterproof layer, the system's water tightness can be compromised. This work aims to perform an experimental evaluation of two waterproofing membranes' behavior, based on acrylic, when adhered to concrete substrates subject to cracking. A mechanical test method based on indirect tensile stress associated with Digital Image Correlation analysis (DIC) is proposed to assess the transfer of cracks from concrete substrates to bonded waterproofing membranes. The results showed that this methodology allows distinguishing the membranes' behavior concerning the transfer of cracks. It was also possible to measure quantitatively, with the DIC technique, the degree of crack in the concrete that resulted in cracking in the membranes. The pure acrylates membrane resulted in less stress dissipation from the substrate than the acrylic copolymer without cement membrane. This behavior can be related to the difference in the elongation of the materials. The adhesion of the membranes to the substrate was high and considerably higher than the normative requirements, and can be associated with the membrane's difficulty in dissipating the substrate stress, cracking more easily.Sistemas de impermeabilização aderidos em estruturas de concreto formam barreiras protetoras contra a entrada de fluídos e agentes agressivos. No entanto, se fissuras surgirem no substrato e passarem para a camada impermeável aderida, a estanqueidade do sistema pode ser comprometida. Esse trabalho tem como objetivo a avaliação experimental do comportamento de duas membranas impermeabilizantes, de base acrílica, quando aderidas em substrato de concreto sujeito a fissuração. É proposto um método de ensaio mecânico de tração indireta associado a análise por correlação de imagem (DIC) para avaliação da transferência de fissuras de substratos de concreto para membranas impermeabilizantes aderidas. Os resultados mostraram que esta metodologia permite diferenciar o comportamento das membranas com relação a transferência de fissuras. Além disto, foi possível mensurar quantitativamente, com a técnica DIC, a magnitude da fissura no concreto que resultou em fissuração nas membranas. A membrana de acrilatos puros resultou menor capacidade de absorver os esforços provenientes do substrato do que a membrana de copolímeros acrílicos sem cimento. Esse comportamento pode ser relacionado com a diferença no alongamento dos materiais. A aderência das membranas ao substrato foi elevada e muito superior aos requisitos normativos, e pode ter resultado na dificuldade das membranas de absorver os esforços do substrato, fissurando com maior facilidade.Universidade Estadual de Campinas2021-01-19info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersion TextTextoapplication/pdfhttps://periodicos.sbu.unicamp.br/ojs/index.php/parc/article/view/866111410.20396/parc.v12i00.8661114PARC Pesquisa em Arquitetura e Construção; Vol. 12 (2021): Continous publication; e021003PARC Pesquisa em Arquitetura e Construção; Vol. 12 (2021): Publicação contínua; e021003PARC Pesquisa em Arquitetura e Construção; v. 12 (2021): Publicação contínua; e0210031980-6809reponame:PARC (Campinas)instname:Universidade Estadual de Campinas (UNICAMP)instacron:UNICAMPporhttps://periodicos.sbu.unicamp.br/ojs/index.php/parc/article/view/8661114/25845Global; contemporaryGlobal; contemporâneoCopyright (c) 2021 PARC Pesquisa em Arquitetura e Construçãohttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessSantos, Julie Anne Braun dosSantos, Felipe PereiraMonte, Renata2021-10-30T18:23:33Zoai:ojs.periodicos.sbu.unicamp.br:article/8661114Revistahttp://periodicos.sbu.unicamp.br/ojs/index.php/parcPUBhttps://periodicos.sbu.unicamp.br/ojs/index.php/parc/oai||parc@fec.unicamp.br1980-68091980-6809opendoar:2021-10-30T18:23:33PARC (Campinas) - Universidade Estadual de Campinas (UNICAMP)false |
dc.title.none.fl_str_mv |
Evaluation of crack bridging in adhered waterproofing systems Avaliação da transferência de fissuras em sistemas de impermeabilização aderidos |
title |
Evaluation of crack bridging in adhered waterproofing systems |
spellingShingle |
Evaluation of crack bridging in adhered waterproofing systems Santos, Julie Anne Braun dos Transferência de fissuras Sistemas de impermeabilização Membranas impermeabilizantes aderidas Análise por correlação de imagem digital 2D Crack bridging ability Waterproofing systems Adhered waterproofing systems 2D digital image correlation (DIC) |
title_short |
Evaluation of crack bridging in adhered waterproofing systems |
title_full |
Evaluation of crack bridging in adhered waterproofing systems |
title_fullStr |
Evaluation of crack bridging in adhered waterproofing systems |
title_full_unstemmed |
Evaluation of crack bridging in adhered waterproofing systems |
title_sort |
Evaluation of crack bridging in adhered waterproofing systems |
author |
Santos, Julie Anne Braun dos |
author_facet |
Santos, Julie Anne Braun dos Santos, Felipe Pereira Monte, Renata |
author_role |
author |
author2 |
Santos, Felipe Pereira Monte, Renata |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Santos, Julie Anne Braun dos Santos, Felipe Pereira Monte, Renata |
dc.subject.por.fl_str_mv |
Transferência de fissuras Sistemas de impermeabilização Membranas impermeabilizantes aderidas Análise por correlação de imagem digital 2D Crack bridging ability Waterproofing systems Adhered waterproofing systems 2D digital image correlation (DIC) |
topic |
Transferência de fissuras Sistemas de impermeabilização Membranas impermeabilizantes aderidas Análise por correlação de imagem digital 2D Crack bridging ability Waterproofing systems Adhered waterproofing systems 2D digital image correlation (DIC) |
description |
Waterproofing systems adhered to concrete structures produce a protective barrier against fluids and aggressive agents' penetrations. However, if cracks appear in the substrate and are transmitted to the adhered waterproof layer, the system's water tightness can be compromised. This work aims to perform an experimental evaluation of two waterproofing membranes' behavior, based on acrylic, when adhered to concrete substrates subject to cracking. A mechanical test method based on indirect tensile stress associated with Digital Image Correlation analysis (DIC) is proposed to assess the transfer of cracks from concrete substrates to bonded waterproofing membranes. The results showed that this methodology allows distinguishing the membranes' behavior concerning the transfer of cracks. It was also possible to measure quantitatively, with the DIC technique, the degree of crack in the concrete that resulted in cracking in the membranes. The pure acrylates membrane resulted in less stress dissipation from the substrate than the acrylic copolymer without cement membrane. This behavior can be related to the difference in the elongation of the materials. The adhesion of the membranes to the substrate was high and considerably higher than the normative requirements, and can be associated with the membrane's difficulty in dissipating the substrate stress, cracking more easily. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-01-19 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Text Texto |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://periodicos.sbu.unicamp.br/ojs/index.php/parc/article/view/8661114 10.20396/parc.v12i00.8661114 |
url |
https://periodicos.sbu.unicamp.br/ojs/index.php/parc/article/view/8661114 |
identifier_str_mv |
10.20396/parc.v12i00.8661114 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://periodicos.sbu.unicamp.br/ojs/index.php/parc/article/view/8661114/25845 |
dc.rights.driver.fl_str_mv |
Copyright (c) 2021 PARC Pesquisa em Arquitetura e Construção https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Copyright (c) 2021 PARC Pesquisa em Arquitetura e Construção https://creativecommons.org/licenses/by/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.coverage.none.fl_str_mv |
Global; contemporary Global; contemporâneo |
dc.publisher.none.fl_str_mv |
Universidade Estadual de Campinas |
publisher.none.fl_str_mv |
Universidade Estadual de Campinas |
dc.source.none.fl_str_mv |
PARC Pesquisa em Arquitetura e Construção; Vol. 12 (2021): Continous publication; e021003 PARC Pesquisa em Arquitetura e Construção; Vol. 12 (2021): Publicação contínua; e021003 PARC Pesquisa em Arquitetura e Construção; v. 12 (2021): Publicação contínua; e021003 1980-6809 reponame:PARC (Campinas) instname:Universidade Estadual de Campinas (UNICAMP) instacron:UNICAMP |
instname_str |
Universidade Estadual de Campinas (UNICAMP) |
instacron_str |
UNICAMP |
institution |
UNICAMP |
reponame_str |
PARC (Campinas) |
collection |
PARC (Campinas) |
repository.name.fl_str_mv |
PARC (Campinas) - Universidade Estadual de Campinas (UNICAMP) |
repository.mail.fl_str_mv |
||parc@fec.unicamp.br |
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1809283615597527040 |