Avaliação do comportamento de aderência entre blocos cerâmicos e grautes
Autor(a) principal: | |
---|---|
Data de Publicação: | 2019 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Repositório Institucional da UFSCAR |
Texto Completo: | https://repositorio.ufscar.br/handle/ufscar/11749 |
Resumo: | The behavior of structural masonry elements is influenced by the properties of the constituent materials and also by their interactions in the contact regions. The bonding properties between ceramic blocks and grouts used in masonry constitute a gap in national and international design standards. The existing knowledge in the academic world is currently insufficient to adequately describe the behavior presented by the interface of blocks and grouts. It is still unclear whether the grout is capable of adequately transferring the stresses of the reinforcement inserted into the masonry blocks. Thus, it is clear the need to deepen the studies developed to evaluate the adhesion properties between blocks and grouts. In this sense, the present study is inserted, aiming to expand the existing knowledge about the bonding behavior between ceramic blocks and grouts. In this sense, the present study is inserted, aiming to expand the existing knowledge about the bonding behavior between ceramic blocks and grouts. This research aimed to evaluate and discuss the properties that affect the adherence between 5 types of ceramic blocks and two types of grouts. The push-out test was used to evaluate the bond strength mobilized by the combination of these different materials. In addition, the pull-out test was also employed for some block types, seeking a more realistic analysis of the bonding behavior on masonry elements. The results obtained in the push test prove that there is a wide variation in the results, depending on the type of block and grout employed. Some of the main characteristics that influenced these results were the shape of the block cells and the shrinkage of the grout. The blocks that presented cells with more grooved surface and with friezes, tended to present increase in the contact area between grout and block, providing increases in the bonding stress. In the case of grout, the use of grout with higher compression resistance was responsible for the reduction in the results of the push test, precisely due to the reduction in the contact area caused by the shrinkage of the filler material. A test procedure was developed to analyze the shrinkage of the grout inside the ceramic blocks. Based on the results of the push test, an analytical model was developed considering two factors k1 and k2, responsible for considering the geometric shape of the block cell and the shrinkage of the filler material. This model allowed to roughly estimate which maximum load was mobilized in the push test for each combination of block type and grout. Finally, a numerical modeling of the identified interface properties was developed for two block types that presented grout slip during the push test. The behavior obtained was similar to that presented in the force vs sliding curves of the grout, for the tested specimens. |
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Sipp, GustavoParsekian, Guilherme Arishttp://lattes.cnpq.br/7798651726059215Corrêa, Márcio Roberto Silvahttp://lattes.cnpq.br/7780769246876333http://lattes.cnpq.br/36384004006205904df5aa95-783f-4d39-9ba7-851a0d22f9042019-08-20T14:24:07Z2019-08-20T14:24:07Z2019-04-29SIPP, Gustavo. Avaliação do comportamento de aderência entre blocos cerâmicos e grautes. 2019. Dissertação (Mestrado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2019. Disponível em: https://repositorio.ufscar.br/handle/ufscar/11749.https://repositorio.ufscar.br/handle/ufscar/11749The behavior of structural masonry elements is influenced by the properties of the constituent materials and also by their interactions in the contact regions. The bonding properties between ceramic blocks and grouts used in masonry constitute a gap in national and international design standards. The existing knowledge in the academic world is currently insufficient to adequately describe the behavior presented by the interface of blocks and grouts. It is still unclear whether the grout is capable of adequately transferring the stresses of the reinforcement inserted into the masonry blocks. Thus, it is clear the need to deepen the studies developed to evaluate the adhesion properties between blocks and grouts. In this sense, the present study is inserted, aiming to expand the existing knowledge about the bonding behavior between ceramic blocks and grouts. In this sense, the present study is inserted, aiming to expand the existing knowledge about the bonding behavior between ceramic blocks and grouts. This research aimed to evaluate and discuss the properties that affect the adherence between 5 types of ceramic blocks and two types of grouts. The push-out test was used to evaluate the bond strength mobilized by the combination of these different materials. In addition, the pull-out test was also employed for some block types, seeking a more realistic analysis of the bonding behavior on masonry elements. The results obtained in the push test prove that there is a wide variation in the results, depending on the type of block and grout employed. Some of the main characteristics that influenced these results were the shape of the block cells and the shrinkage of the grout. The blocks that presented cells with more grooved surface and with friezes, tended to present increase in the contact area between grout and block, providing increases in the bonding stress. In the case of grout, the use of grout with higher compression resistance was responsible for the reduction in the results of the push test, precisely due to the reduction in the contact area caused by the shrinkage of the filler material. A test procedure was developed to analyze the shrinkage of the grout inside the ceramic blocks. Based on the results of the push test, an analytical model was developed considering two factors k1 and k2, responsible for considering the geometric shape of the block cell and the shrinkage of the filler material. This model allowed to roughly estimate which maximum load was mobilized in the push test for each combination of block type and grout. Finally, a numerical modeling of the identified interface properties was developed for two block types that presented grout slip during the push test. The behavior obtained was similar to that presented in the force vs sliding curves of the grout, for the tested specimens.O comportamento dos elementos de alvenaria estrutural é influenciado pelas propriedades dos materiais constituintes e, também, pelas suas interações nas regiões de contato. As propriedades de aderência entre blocos cerâmicos e grautes utilizados em alvenaria constituem uma lacuna em normas de projeto nacionais e internacionais. O conhecimento existente no meio acadêmico, atualmente, é insuficiente para descrever de forma adequada o comportamento apresentado pela interface de blocos e grautes. Ainda não está claro se o graute apresenta capacidade de transferir, de maneira adequada, as tensões da armadura inserida no seu interior até os blocos dos elementos de alvenaria. Dessa forma, fica clara a necessidade de aprofundamento nos estudos desenvolvidos para avaliar as propriedades de aderência entre blocos e grautes. Nesse sentido, insere-se o presente estudo, visando ampliar o conhecimento existente sobre o comportamento de aderência entre blocos cerâmicos e grautes. Essa pesquisa teve como objetivo avaliar e discutir as propriedades que afetam a aderência entre 5 tipos de blocos cerâmicos e dois tipos de grautes. O ensaio de empurramento (Push-out) foi utilizado para avaliar a resistência de aderência mobilizada pela combinação desses diferentes materiais. Complementarmente, o ensaio de arrancamento (Pull-out) também foi empregado para alguns tipos de bloco, buscando uma análise mais realista do comportamento de aderência em elementos de alvenaria. Os resultados obtidos no ensaio de empurramento comprovam que existe uma grande variação nos resultados, dependendo do tipo de bloco e graute empregados. Algumas das principais características que influenciaram esses resultados foram o formato dos vazados dos blocos e a retração do material de enchimento. Os blocos que apresentaram células com superfície mais ranhurada e dotadas de frisos, tenderam a apresentar aumento na área de contato entre graute e bloco, proporcionando incrementos na tensão de aderência. Já, para o caso dos grautes, a utilização do graute de maior resistência a compressão foi responsável pela redução nos resultados do ensaio de empurramento, justamente, devido à redução na área de contato provocada pela retração do material de enchimento. Um procedimento de ensaio foi desenvolvido para analisar a retração do graute no interior dos blocos cerâmicos. Com base nos resultados do ensaio de empurramento, foi desenvolvido um modelo analítico considerando dois fatores k1 e k2, responsáveis por considerar o formato geométrico da célula dos blocos e a retração do material de enchimento. Esse modelo permitiu estimar, de maneira aproximada, qual carga máxima foi mobilizada no ensaio de empurramento, para cada combinação de tipo de bloco e graute. Por fim, foi desenvolvida uma modelagem numérica das propriedades de interface identificadas para dois tipos de bloco que apresentaram o escorregamento do graute durante o ensaio de empurramento. O comportamento obtido foi semelhante ao apresentado nas curvas força vs deslizamento do graute, para os corpos de prova ensaiados.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)CAPES: Código de Financiamento 001porUniversidade Federal de São CarlosCâmpus São CarlosPrograma de Pós-Graduação em Engenharia Civil - PPGECivUFSCarGrauteBloco cerâmicoAderênciaAnálise experimentalEnsaio de empurramentoEnsaio de arrancamentoPull-outCeramic blockAdherenceExperimental analysisGroutPush-outENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVILAvaliação do comportamento de aderência entre blocos cerâmicos e grautesEvaluation of the bonding behavior between ceramic blocks and groutsinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisOnline600600cc830dc1-debc-4e7f-bbc7-a442aa405614info:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFSCARinstname:Universidade Federal de São Carlos (UFSCAR)instacron:UFSCARORIGINALAvaliação Experimental da Aderência Entre Blocos Cerâmicos e Grautes.pdfAvaliação Experimental da Aderência Entre Blocos Cerâmicos e Grautes.pdfDissertaçãoapplication/pdf11500129https://repositorio.ufscar.br/bitstream/ufscar/11749/1/Avalia%c3%a7%c3%a3o%20Experimental%20da%20Ader%c3%aancia%20Entre%20Blocos%20Cer%c3%a2micos%20e%20Grautes.pdf6b1baab3a681a5ac7495f9807596b3a9MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81957https://repositorio.ufscar.br/bitstream/ufscar/11749/3/license.txtae0398b6f8b235e40ad82cba6c50031dMD53TEXTAvaliação Experimental da Aderência Entre Blocos Cerâmicos e Grautes.pdf.txtAvaliação Experimental da Aderência Entre Blocos Cerâmicos e Grautes.pdf.txtExtracted texttext/plain335862https://repositorio.ufscar.br/bitstream/ufscar/11749/4/Avalia%c3%a7%c3%a3o%20Experimental%20da%20Ader%c3%aancia%20Entre%20Blocos%20Cer%c3%a2micos%20e%20Grautes.pdf.txtbf80b438b1c847f8836bf059566c7299MD54THUMBNAILAvaliação Experimental da Aderência Entre Blocos Cerâmicos e Grautes.pdf.jpgAvaliação Experimental da Aderência Entre Blocos Cerâmicos e Grautes.pdf.jpgIM Thumbnailimage/jpeg6603https://repositorio.ufscar.br/bitstream/ufscar/11749/5/Avalia%c3%a7%c3%a3o%20Experimental%20da%20Ader%c3%aancia%20Entre%20Blocos%20Cer%c3%a2micos%20e%20Grautes.pdf.jpgb10fe3673d5049201386c22b499e1a5cMD55ufscar/117492023-09-18 18:31:38.507oai:repositorio.ufscar.br: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Repositório InstitucionalPUBhttps://repositorio.ufscar.br/oai/requestopendoar:43222023-09-18T18:31:38Repositório Institucional da UFSCAR - Universidade Federal de São Carlos (UFSCAR)false |
dc.title.por.fl_str_mv |
Avaliação do comportamento de aderência entre blocos cerâmicos e grautes |
dc.title.alternative.eng.fl_str_mv |
Evaluation of the bonding behavior between ceramic blocks and grouts |
title |
Avaliação do comportamento de aderência entre blocos cerâmicos e grautes |
spellingShingle |
Avaliação do comportamento de aderência entre blocos cerâmicos e grautes Sipp, Gustavo Graute Bloco cerâmico Aderência Análise experimental Ensaio de empurramento Ensaio de arrancamento Pull-out Ceramic block Adherence Experimental analysis Grout Push-out ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL |
title_short |
Avaliação do comportamento de aderência entre blocos cerâmicos e grautes |
title_full |
Avaliação do comportamento de aderência entre blocos cerâmicos e grautes |
title_fullStr |
Avaliação do comportamento de aderência entre blocos cerâmicos e grautes |
title_full_unstemmed |
Avaliação do comportamento de aderência entre blocos cerâmicos e grautes |
title_sort |
Avaliação do comportamento de aderência entre blocos cerâmicos e grautes |
author |
Sipp, Gustavo |
author_facet |
Sipp, Gustavo |
author_role |
author |
dc.contributor.authorlattes.por.fl_str_mv |
http://lattes.cnpq.br/3638400400620590 |
dc.contributor.author.fl_str_mv |
Sipp, Gustavo |
dc.contributor.advisor1.fl_str_mv |
Parsekian, Guilherme Aris |
dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/7798651726059215 |
dc.contributor.advisor-co1.fl_str_mv |
Corrêa, Márcio Roberto Silva |
dc.contributor.advisor-co1Lattes.fl_str_mv |
http://lattes.cnpq.br/7780769246876333 |
dc.contributor.authorID.fl_str_mv |
4df5aa95-783f-4d39-9ba7-851a0d22f904 |
contributor_str_mv |
Parsekian, Guilherme Aris Corrêa, Márcio Roberto Silva |
dc.subject.por.fl_str_mv |
Graute Bloco cerâmico Aderência Análise experimental Ensaio de empurramento Ensaio de arrancamento |
topic |
Graute Bloco cerâmico Aderência Análise experimental Ensaio de empurramento Ensaio de arrancamento Pull-out Ceramic block Adherence Experimental analysis Grout Push-out ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL |
dc.subject.eng.fl_str_mv |
Pull-out Ceramic block Adherence Experimental analysis Grout Push-out |
dc.subject.cnpq.fl_str_mv |
ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL |
description |
The behavior of structural masonry elements is influenced by the properties of the constituent materials and also by their interactions in the contact regions. The bonding properties between ceramic blocks and grouts used in masonry constitute a gap in national and international design standards. The existing knowledge in the academic world is currently insufficient to adequately describe the behavior presented by the interface of blocks and grouts. It is still unclear whether the grout is capable of adequately transferring the stresses of the reinforcement inserted into the masonry blocks. Thus, it is clear the need to deepen the studies developed to evaluate the adhesion properties between blocks and grouts. In this sense, the present study is inserted, aiming to expand the existing knowledge about the bonding behavior between ceramic blocks and grouts. In this sense, the present study is inserted, aiming to expand the existing knowledge about the bonding behavior between ceramic blocks and grouts. This research aimed to evaluate and discuss the properties that affect the adherence between 5 types of ceramic blocks and two types of grouts. The push-out test was used to evaluate the bond strength mobilized by the combination of these different materials. In addition, the pull-out test was also employed for some block types, seeking a more realistic analysis of the bonding behavior on masonry elements. The results obtained in the push test prove that there is a wide variation in the results, depending on the type of block and grout employed. Some of the main characteristics that influenced these results were the shape of the block cells and the shrinkage of the grout. The blocks that presented cells with more grooved surface and with friezes, tended to present increase in the contact area between grout and block, providing increases in the bonding stress. In the case of grout, the use of grout with higher compression resistance was responsible for the reduction in the results of the push test, precisely due to the reduction in the contact area caused by the shrinkage of the filler material. A test procedure was developed to analyze the shrinkage of the grout inside the ceramic blocks. Based on the results of the push test, an analytical model was developed considering two factors k1 and k2, responsible for considering the geometric shape of the block cell and the shrinkage of the filler material. This model allowed to roughly estimate which maximum load was mobilized in the push test for each combination of block type and grout. Finally, a numerical modeling of the identified interface properties was developed for two block types that presented grout slip during the push test. The behavior obtained was similar to that presented in the force vs sliding curves of the grout, for the tested specimens. |
publishDate |
2019 |
dc.date.accessioned.fl_str_mv |
2019-08-20T14:24:07Z |
dc.date.available.fl_str_mv |
2019-08-20T14:24:07Z |
dc.date.issued.fl_str_mv |
2019-04-29 |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
format |
masterThesis |
status_str |
publishedVersion |
dc.identifier.citation.fl_str_mv |
SIPP, Gustavo. Avaliação do comportamento de aderência entre blocos cerâmicos e grautes. 2019. Dissertação (Mestrado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2019. Disponível em: https://repositorio.ufscar.br/handle/ufscar/11749. |
dc.identifier.uri.fl_str_mv |
https://repositorio.ufscar.br/handle/ufscar/11749 |
identifier_str_mv |
SIPP, Gustavo. Avaliação do comportamento de aderência entre blocos cerâmicos e grautes. 2019. Dissertação (Mestrado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2019. Disponível em: https://repositorio.ufscar.br/handle/ufscar/11749. |
url |
https://repositorio.ufscar.br/handle/ufscar/11749 |
dc.language.iso.fl_str_mv |
por |
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por |
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600 600 |
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info:eu-repo/semantics/openAccess |
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openAccess |
dc.publisher.none.fl_str_mv |
Universidade Federal de São Carlos Câmpus São Carlos |
dc.publisher.program.fl_str_mv |
Programa de Pós-Graduação em Engenharia Civil - PPGECiv |
dc.publisher.initials.fl_str_mv |
UFSCar |
publisher.none.fl_str_mv |
Universidade Federal de São Carlos Câmpus São Carlos |
dc.source.none.fl_str_mv |
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UFSCAR |
institution |
UFSCAR |
reponame_str |
Repositório Institucional da UFSCAR |
collection |
Repositório Institucional da UFSCAR |
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