Numerical simulation of moisture transport along ceramic brick interfaces.

Detalhes bibliográficos
Ano de defesa: 2022
Autor(a) principal: Araújo, Camila Mota de lattes
Orientador(a): Silva, Fernando Artur Nogueira
Banca de defesa: Oliveira, Joaquim Teodoro Romão de, Silva, Ângelo Just da Costa e, Delgado, João M. P. Q.
Tipo de documento: Dissertação
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Católica de Pernambuco
Programa de Pós-Graduação: Mestrado em Engenharia Civil
Departamento: Departamento de Pós-Graduação
País: Brasil
Palavras-chave em Português:
Palavras-chave em Inglês:
Área do conhecimento CNPq:
Link de acesso: http://tede2.unicap.br:8080/handle/tede/1669
Resumo: Moisture transport in brick masonry is an important phenomenon in various deterioration mechanisms. However, it is a very complex process and is influenced by many physical phenomena. The investigation of moisture transfer through a building wall, which in general consists of multiple layers, presupposes knowledge about the continuity between the layers. In this study, two types of contact configurations were analyzed, as follows: Perfect Hydraulic Contact and Air Space Interface. Therefore, to understand moisture transport in brick masonry, moisture transport through the materials' interface was analyzed. This was done for cement mortar and brick samples, lime mortar and brick samples, and samples with air space between brick layers, as well as for samples with different interface location heights and different air space thicknesses. Mainly, the present work aims to simulate the hygrothermal behavior through brick-mortar and brick-brick interfaces in samples with perfect hydraulic contact and with air space between brick layers to compare the results with laboratory analyses. The numerical simulations of brick-mortar and brick-brick samples were performed with WUFI-2D hygrothermal simulation software. WUFI-2D is a computer program, based on the hygrothermal calculation model, which has at its base a coupled transport equation system and numerical solution technique, developed by Künzel (1995). The data used to run the simulations were extracted from water absorption tests on laboratory samples; the corresponding moisture content profiles were measured using gamma ray spectrometers. Although the mechanisms of moisture transport in a single building material have been and continue to be extensively studied, the hydraulic characteristics of the interface at different types of contacts between materials are still poorly understood and, for this reason, the simplified assumption of perfect hydraulic contact, is widely used in hygrothermal models. In general terms, the assumption of perfect hydraulic contact implies that the interface will have no effect on moisture transport. In comparison, the assumption of imperfect hydraulic contact implies that the interface between building materials will resist moisture transport. However, comparisons between the experimental and numerical results showed a large difference in the moisture transport behavior for samples with perfect hydraulic contact and imperfect hydraulic contact due to the influence caused by the interface.
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spelling Silva, Fernando Artur NogueiraAzevedo, Antônio Augusto Costa deOliveira, Joaquim Teodoro Romão deSilva, Ângelo Just da Costa eDelgado, João M. P. Q.http://lattes.cnpq.br/7381857987719200Araújo, Camila Mota de2023-01-19T17:02:17Z2022-05-26ARAÚJO, Camila Mota de. Numerical simulation of moisture transport along ceramic brick interfaces. 2022. 146 f. Dissertação (Mestrado) - Universidade Católica de Pernambuco. Programa de Pós-graduação em Engenharia Civil, 2022.http://tede2.unicap.br:8080/handle/tede/1669Moisture transport in brick masonry is an important phenomenon in various deterioration mechanisms. However, it is a very complex process and is influenced by many physical phenomena. The investigation of moisture transfer through a building wall, which in general consists of multiple layers, presupposes knowledge about the continuity between the layers. In this study, two types of contact configurations were analyzed, as follows: Perfect Hydraulic Contact and Air Space Interface. Therefore, to understand moisture transport in brick masonry, moisture transport through the materials' interface was analyzed. This was done for cement mortar and brick samples, lime mortar and brick samples, and samples with air space between brick layers, as well as for samples with different interface location heights and different air space thicknesses. Mainly, the present work aims to simulate the hygrothermal behavior through brick-mortar and brick-brick interfaces in samples with perfect hydraulic contact and with air space between brick layers to compare the results with laboratory analyses. The numerical simulations of brick-mortar and brick-brick samples were performed with WUFI-2D hygrothermal simulation software. WUFI-2D is a computer program, based on the hygrothermal calculation model, which has at its base a coupled transport equation system and numerical solution technique, developed by Künzel (1995). The data used to run the simulations were extracted from water absorption tests on laboratory samples; the corresponding moisture content profiles were measured using gamma ray spectrometers. Although the mechanisms of moisture transport in a single building material have been and continue to be extensively studied, the hydraulic characteristics of the interface at different types of contacts between materials are still poorly understood and, for this reason, the simplified assumption of perfect hydraulic contact, is widely used in hygrothermal models. In general terms, the assumption of perfect hydraulic contact implies that the interface will have no effect on moisture transport. In comparison, the assumption of imperfect hydraulic contact implies that the interface between building materials will resist moisture transport. However, comparisons between the experimental and numerical results showed a large difference in the moisture transport behavior for samples with perfect hydraulic contact and imperfect hydraulic contact due to the influence caused by the interface.O transporte de humidade em alvenaria de tijolo é um fenômeno importante em vários mecanismos de deterioração. No entanto, é um processo muito complexo e é influenciado por muitos fenômenos físicos. A investigação da transferência de humidade através de uma parede de edifício, que em geral, consiste em múltiplas camadas, pressupõe o conhecimento sobre a continuidade entre as camadas. Neste estudo, foram analisados dois tipos de configurações de contato, como se segue: Contacto hidráulico perfeito e Interface de espaço de ar. Portanto, para compreender o transporte de humidade em alvenaria de tijolo, analisou-se o transporte de humidade através da interface dos materiais. Isto foi feito para amostras de argamassa de cimento-tijolo, argamassa de cal-tijolo e espaço de ar entre camadas de tijolo, bem como para amostras com diferentes alturas de localização da interface e diferentes espessuras de argamassa e espaço de ar. Principalmente, o presente trabalho tem a finalidade de simular o comportamento higrotérmico através de interfaces tijolo-argamassa e tijolo-tijolo em amostras com contato hidráulico perfeito e com espapaço de ar entre camadas de tijolo para comparar os resultados com as análises laboratoriais. As simulações numéricas de amostras de tijolo-argamassa e tijolo-tijolo foram realizadas com o software de simulação higrotérmica WUFI-2D. WUFI-2D é um programa de computador, baseado no modelo de cálculo higrotermal, que tem na sua base um sistema de equação de transporte acoplado e técnica de solução numérica, desenvolvido pelo modelo de Künzel (1995). Os dados utilizados para executar as simulações foram extraídos dos ensaios de absorção de água em amostras laboratoriais; os perfis de teor de humidade correspondentes foram medidos utilizando espectrómetros de raios gama. Embora os mecanismos de transporte de humidade num único material de construção tenham sido e continuam a ser amplamente estudados, as características hidráulicas da interface em diferentes tipos de contatos entre materiais são ainda pouco compreendidas e, por esta razão, a hipótese simplificada de contato hidráulico perfeito, é amplamente utilizada em modelos higrotérmicos. Em termos gerais, a presunção de contato hidráulico perfeito implica que a interface não terá qualquer efeito sobre o transporte de humidade. Em comparação, a presunção de contato hidráulico imperfeito implica que a interface entre os materiais de construção resistirá ao transporte de humidade. Contudo, as comparações entre os resultados experimentais e numéricos mostraram grande diferença no comportamento do transporte da umidade nas amostras com contato hidraulico perfeito e contato hidráulico imperfeito devido a influência causada pela interface.Submitted by Biblioteca Central (biblioteca@unicap.br) on 2023-01-19T17:02:16Z No. of bitstreams: 2 Ok_camila_mota_araujo.pdf: 6439690 bytes, checksum: bded99f17fba5ec261acde42fea7e310 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)Made available in DSpace on 2023-01-19T17:02:17Z (GMT). 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dc.title.por.fl_str_mv Numerical simulation of moisture transport along ceramic brick interfaces.
title Numerical simulation of moisture transport along ceramic brick interfaces.
spellingShingle Numerical simulation of moisture transport along ceramic brick interfaces.
Araújo, Camila Mota de
Dissertações
Alvenaria - Programas de computador
Olarias
Cerâmica
Simulação (Computadores)
Programas de computador
Dissertations
Masonry - Computer programs
Potteries
Ceramics
Simulation (Computers)
Computer programs
ENGENHARIA CIVIL::CONSTRUCAO CIVIL
title_short Numerical simulation of moisture transport along ceramic brick interfaces.
title_full Numerical simulation of moisture transport along ceramic brick interfaces.
title_fullStr Numerical simulation of moisture transport along ceramic brick interfaces.
title_full_unstemmed Numerical simulation of moisture transport along ceramic brick interfaces.
title_sort Numerical simulation of moisture transport along ceramic brick interfaces.
author Araújo, Camila Mota de
author_facet Araújo, Camila Mota de
author_role author
dc.contributor.advisor1.fl_str_mv Silva, Fernando Artur Nogueira
dc.contributor.advisor-co1.fl_str_mv Azevedo, Antônio Augusto Costa de
dc.contributor.referee1.fl_str_mv Oliveira, Joaquim Teodoro Romão de
dc.contributor.referee2.fl_str_mv Silva, Ângelo Just da Costa e
dc.contributor.referee3.fl_str_mv Delgado, João M. P. Q.
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/7381857987719200
dc.contributor.author.fl_str_mv Araújo, Camila Mota de
contributor_str_mv Silva, Fernando Artur Nogueira
Azevedo, Antônio Augusto Costa de
Oliveira, Joaquim Teodoro Romão de
Silva, Ângelo Just da Costa e
Delgado, João M. P. Q.
dc.subject.por.fl_str_mv Dissertações
Alvenaria - Programas de computador
Olarias
Cerâmica
Simulação (Computadores)
Programas de computador
topic Dissertações
Alvenaria - Programas de computador
Olarias
Cerâmica
Simulação (Computadores)
Programas de computador
Dissertations
Masonry - Computer programs
Potteries
Ceramics
Simulation (Computers)
Computer programs
ENGENHARIA CIVIL::CONSTRUCAO CIVIL
dc.subject.eng.fl_str_mv Dissertations
Masonry - Computer programs
Potteries
Ceramics
Simulation (Computers)
Computer programs
dc.subject.cnpq.fl_str_mv ENGENHARIA CIVIL::CONSTRUCAO CIVIL
description Moisture transport in brick masonry is an important phenomenon in various deterioration mechanisms. However, it is a very complex process and is influenced by many physical phenomena. The investigation of moisture transfer through a building wall, which in general consists of multiple layers, presupposes knowledge about the continuity between the layers. In this study, two types of contact configurations were analyzed, as follows: Perfect Hydraulic Contact and Air Space Interface. Therefore, to understand moisture transport in brick masonry, moisture transport through the materials' interface was analyzed. This was done for cement mortar and brick samples, lime mortar and brick samples, and samples with air space between brick layers, as well as for samples with different interface location heights and different air space thicknesses. Mainly, the present work aims to simulate the hygrothermal behavior through brick-mortar and brick-brick interfaces in samples with perfect hydraulic contact and with air space between brick layers to compare the results with laboratory analyses. The numerical simulations of brick-mortar and brick-brick samples were performed with WUFI-2D hygrothermal simulation software. WUFI-2D is a computer program, based on the hygrothermal calculation model, which has at its base a coupled transport equation system and numerical solution technique, developed by Künzel (1995). The data used to run the simulations were extracted from water absorption tests on laboratory samples; the corresponding moisture content profiles were measured using gamma ray spectrometers. Although the mechanisms of moisture transport in a single building material have been and continue to be extensively studied, the hydraulic characteristics of the interface at different types of contacts between materials are still poorly understood and, for this reason, the simplified assumption of perfect hydraulic contact, is widely used in hygrothermal models. In general terms, the assumption of perfect hydraulic contact implies that the interface will have no effect on moisture transport. In comparison, the assumption of imperfect hydraulic contact implies that the interface between building materials will resist moisture transport. However, comparisons between the experimental and numerical results showed a large difference in the moisture transport behavior for samples with perfect hydraulic contact and imperfect hydraulic contact due to the influence caused by the interface.
publishDate 2022
dc.date.issued.fl_str_mv 2022-05-26
dc.date.accessioned.fl_str_mv 2023-01-19T17:02:17Z
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dc.identifier.uri.fl_str_mv http://tede2.unicap.br:8080/handle/tede/1669
identifier_str_mv ARAÚJO, Camila Mota de. Numerical simulation of moisture transport along ceramic brick interfaces. 2022. 146 f. Dissertação (Mestrado) - Universidade Católica de Pernambuco. Programa de Pós-graduação em Engenharia Civil, 2022.
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