Análise da resistência de prismas e pequenas paredes de alvenaria estrutural cerâmica para diferentes tipos de argamassas

Detalhes bibliográficos
Autor(a) principal: Santos, Mauro Joel Friederich dos
Data de Publicação: 2008
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Manancial - Repositório Digital da UFSM
dARK ID: ark:/26339/001300000f6cm
Texto Completo: http://repositorio.ufsm.br/handle/1/7709
Resumo: This work has as main objective to analyze the influence of the ceramic block geometry in the mechanical performance of the structural masonry, under centered compression, when mortars with resistance varied are used. Two types of ceramic blocks geometries are studied: one with drained walls (BPV) and the other with solid walls (BPM), possessing approximate resistances of 30MPa, in relation to their liquid area; also four mortar lines with resistances between 4MPa and 17Mpa were used. The experimental program includes the following compression essays: units, prisms and small walls, in which five prisms of two and three overlapping rows and four small walls of two and half blocks were made by 4 height rows. Also, the module of elasticity, so much for the mortars, blocks and prisms, as for the small walls was obtained. Among the several essayed combinations, the variance analysis of the samples submitted to the compression was made. Based on the analysis of the results, it may be concluded that the BPM block, is more efficient for the use in structural masonry than the BPV one, when an increment in the resistance of the masonry is needed, increasing the mortar resistance; that efficiency may be defined in the relation of the prisms resistance (two and three blocks) and of the small walls by the block. The small walls built with BPM blocks present a significant capacity to absorb strains, when high resistance mortar is used (the one used in this work); as for the BPV block, that difference was not so expressive. Therefore, the use of placement mortar with those resistances may potentiate the ceramic blocks masonry, depending on the geometry and the mechanical properties of the adopted blocks.
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spelling Análise da resistência de prismas e pequenas paredes de alvenaria estrutural cerâmica para diferentes tipos de argamassasAnalysis of the resistance of prisms and ceramic structural masonry small walls for different types of mortarsAlvenaria estruturalBloco cerâmicoGeometriaPequenas paredesMódulo de elasticidadeStructural masonryCeramic blockGeometrySmall wallsModule of elasticityCNPQ::ENGENHARIAS::ENGENHARIA CIVILThis work has as main objective to analyze the influence of the ceramic block geometry in the mechanical performance of the structural masonry, under centered compression, when mortars with resistance varied are used. Two types of ceramic blocks geometries are studied: one with drained walls (BPV) and the other with solid walls (BPM), possessing approximate resistances of 30MPa, in relation to their liquid area; also four mortar lines with resistances between 4MPa and 17Mpa were used. The experimental program includes the following compression essays: units, prisms and small walls, in which five prisms of two and three overlapping rows and four small walls of two and half blocks were made by 4 height rows. Also, the module of elasticity, so much for the mortars, blocks and prisms, as for the small walls was obtained. Among the several essayed combinations, the variance analysis of the samples submitted to the compression was made. Based on the analysis of the results, it may be concluded that the BPM block, is more efficient for the use in structural masonry than the BPV one, when an increment in the resistance of the masonry is needed, increasing the mortar resistance; that efficiency may be defined in the relation of the prisms resistance (two and three blocks) and of the small walls by the block. The small walls built with BPM blocks present a significant capacity to absorb strains, when high resistance mortar is used (the one used in this work); as for the BPV block, that difference was not so expressive. Therefore, the use of placement mortar with those resistances may potentiate the ceramic blocks masonry, depending on the geometry and the mechanical properties of the adopted blocks.Este trabalho tem como objetivo principal analisar a influência da geometria do bloco cerâmico no desempenho mecânico da alvenaria estrutural, sob compressão centrada, quando utilizadas argamassas com resistências variadas. Estudam-se dois tipos de geometrias de blocos cerâmicos: uma de paredes vazadas (BPV) e outra com paredes maciças (BPM), possuindo resistências aproximadas de 30MPa em relação a área líquida dos mesmos; também foram utilizados quatro traços de argamassa com resistências entre 4MPa e 17MPa. O programa experimental abrange os seguintes ensaios de compressão: unidades, prismas e pequenas paredes. Foram confeccionados cinco prismas de duas e três fiadas sobrepostas e quatro pequenas paredes de dois blocos e meio por quatro fiadas de altura. Também foi obtido o módulo de elasticidade, tanto para as argamassas, blocos e prismas, quanto para as pequenas paredes. Entre as várias combinações ensaiadas, foi feito a análise de variância das amostras submetida à compressão. Com base na análise dos resultados, pode-se concluir que o bloco BPM é mais eficiente para o uso em alvenaria estrutural do que o BPV, quando se necessita um acréscimo na resistência da alvenaria, aumenta-se a resistência da argamassa, essa eficiência pode ser definida na relação da resistência dos prismas (dois e três blocos) e das pequenas paredes pela do bloco. As pequenas paredes construídas com blocos BPM apresentam uma significativa capacidade de absorver esforços, quando utilizada argamassa com resistência elevada (adotada nesse trabalho); quanto ao bloco BPV, essa diferença não foi tão expressiva. Sendo assim, a utilização de argamassa de assentamento com essas resistências pode potencializar a alvenaria de blocos cerâmicos, dependendo da geometria e das propriedades mecânicas dos blocos adotados.Universidade Federal de Santa MariaBREngenharia CivilUFSMPrograma de Pós-Graduação em Engenharia CivilRizzatti, Eduardohttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4707100J1Soares, José Mario Doleyshttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4789763J9Mohamad, Gihadhttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4795342Y5Santos, Mauro Joel Friederich dos2009-02-132009-02-132008-10-18info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisapplication/pdfapplication/pdfSANTOS, Mauro Joel Friederich dos. ANALYSIS OF THE RESISTANCE OF PRISMS AND CERAMIC STRUCTURAL MASONRY SMALL WALLS FOR DIFFERENT TYPES OF MORTARS. 2008. 136 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2008.http://repositorio.ufsm.br/handle/1/7709ark:/26339/001300000f6cmporinfo:eu-repo/semantics/openAccessreponame:Manancial - Repositório Digital da UFSMinstname:Universidade Federal de Santa Maria (UFSM)instacron:UFSM2020-07-13T17:50:58Zoai:repositorio.ufsm.br:1/7709Biblioteca Digital de Teses e Dissertaçõeshttps://repositorio.ufsm.br/ONGhttps://repositorio.ufsm.br/oai/requestatendimento.sib@ufsm.br||tedebc@gmail.comopendoar:2020-07-13T17:50:58Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)false
dc.title.none.fl_str_mv Análise da resistência de prismas e pequenas paredes de alvenaria estrutural cerâmica para diferentes tipos de argamassas
Analysis of the resistance of prisms and ceramic structural masonry small walls for different types of mortars
title Análise da resistência de prismas e pequenas paredes de alvenaria estrutural cerâmica para diferentes tipos de argamassas
spellingShingle Análise da resistência de prismas e pequenas paredes de alvenaria estrutural cerâmica para diferentes tipos de argamassas
Santos, Mauro Joel Friederich dos
Alvenaria estrutural
Bloco cerâmico
Geometria
Pequenas paredes
Módulo de elasticidade
Structural masonry
Ceramic block
Geometry
Small walls
Module of elasticity
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
title_short Análise da resistência de prismas e pequenas paredes de alvenaria estrutural cerâmica para diferentes tipos de argamassas
title_full Análise da resistência de prismas e pequenas paredes de alvenaria estrutural cerâmica para diferentes tipos de argamassas
title_fullStr Análise da resistência de prismas e pequenas paredes de alvenaria estrutural cerâmica para diferentes tipos de argamassas
title_full_unstemmed Análise da resistência de prismas e pequenas paredes de alvenaria estrutural cerâmica para diferentes tipos de argamassas
title_sort Análise da resistência de prismas e pequenas paredes de alvenaria estrutural cerâmica para diferentes tipos de argamassas
author Santos, Mauro Joel Friederich dos
author_facet Santos, Mauro Joel Friederich dos
author_role author
dc.contributor.none.fl_str_mv Rizzatti, Eduardo
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4707100J1
Soares, José Mario Doleys
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4789763J9
Mohamad, Gihad
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4795342Y5
dc.contributor.author.fl_str_mv Santos, Mauro Joel Friederich dos
dc.subject.por.fl_str_mv Alvenaria estrutural
Bloco cerâmico
Geometria
Pequenas paredes
Módulo de elasticidade
Structural masonry
Ceramic block
Geometry
Small walls
Module of elasticity
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
topic Alvenaria estrutural
Bloco cerâmico
Geometria
Pequenas paredes
Módulo de elasticidade
Structural masonry
Ceramic block
Geometry
Small walls
Module of elasticity
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
description This work has as main objective to analyze the influence of the ceramic block geometry in the mechanical performance of the structural masonry, under centered compression, when mortars with resistance varied are used. Two types of ceramic blocks geometries are studied: one with drained walls (BPV) and the other with solid walls (BPM), possessing approximate resistances of 30MPa, in relation to their liquid area; also four mortar lines with resistances between 4MPa and 17Mpa were used. The experimental program includes the following compression essays: units, prisms and small walls, in which five prisms of two and three overlapping rows and four small walls of two and half blocks were made by 4 height rows. Also, the module of elasticity, so much for the mortars, blocks and prisms, as for the small walls was obtained. Among the several essayed combinations, the variance analysis of the samples submitted to the compression was made. Based on the analysis of the results, it may be concluded that the BPM block, is more efficient for the use in structural masonry than the BPV one, when an increment in the resistance of the masonry is needed, increasing the mortar resistance; that efficiency may be defined in the relation of the prisms resistance (two and three blocks) and of the small walls by the block. The small walls built with BPM blocks present a significant capacity to absorb strains, when high resistance mortar is used (the one used in this work); as for the BPV block, that difference was not so expressive. Therefore, the use of placement mortar with those resistances may potentiate the ceramic blocks masonry, depending on the geometry and the mechanical properties of the adopted blocks.
publishDate 2008
dc.date.none.fl_str_mv 2008-10-18
2009-02-13
2009-02-13
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.uri.fl_str_mv SANTOS, Mauro Joel Friederich dos. ANALYSIS OF THE RESISTANCE OF PRISMS AND CERAMIC STRUCTURAL MASONRY SMALL WALLS FOR DIFFERENT TYPES OF MORTARS. 2008. 136 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2008.
http://repositorio.ufsm.br/handle/1/7709
dc.identifier.dark.fl_str_mv ark:/26339/001300000f6cm
identifier_str_mv SANTOS, Mauro Joel Friederich dos. ANALYSIS OF THE RESISTANCE OF PRISMS AND CERAMIC STRUCTURAL MASONRY SMALL WALLS FOR DIFFERENT TYPES OF MORTARS. 2008. 136 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Santa Maria, Santa Maria, 2008.
ark:/26339/001300000f6cm
url http://repositorio.ufsm.br/handle/1/7709
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Santa Maria
BR
Engenharia Civil
UFSM
Programa de Pós-Graduação em Engenharia Civil
publisher.none.fl_str_mv Universidade Federal de Santa Maria
BR
Engenharia Civil
UFSM
Programa de Pós-Graduação em Engenharia Civil
dc.source.none.fl_str_mv reponame:Manancial - Repositório Digital da UFSM
instname:Universidade Federal de Santa Maria (UFSM)
instacron:UFSM
instname_str Universidade Federal de Santa Maria (UFSM)
instacron_str UFSM
institution UFSM
reponame_str Manancial - Repositório Digital da UFSM
collection Manancial - Repositório Digital da UFSM
repository.name.fl_str_mv Manancial - Repositório Digital da UFSM - Universidade Federal de Santa Maria (UFSM)
repository.mail.fl_str_mv atendimento.sib@ufsm.br||tedebc@gmail.com
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