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Please use this identifier to cite or link to this item: http://hdl.handle.net/1843/66837
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dc.creatorEdgar Vladimiro Mantilla Carrascopt_BR
dc.creatorJudy Norka Rodo Mantillapt_BR
dc.creatorElvio Mosci Piancastellipt_BR
dc.creatorAldo Giuntini de Magalhãespt_BR
dc.creatorFernando José Silvapt_BR
dc.creatorMarco Antônio Penido de Rezendept_BR
dc.creatorWhite José dos Santospt_BR
dc.date.accessioned2024-04-03T19:31:51Z-
dc.date.available2024-04-03T19:31:51Z-
dc.date.issued2019-
dc.citation.volume6pt_BR
dc.citation.issue5pt_BR
dc.citation.spage44pt_BR
dc.citation.epage48pt_BR
dc.identifier.doihttp://dx.doi.org/10.22161/ijaers.6.5.6pt_BR
dc.identifier.issn2456-1908pt_BR
dc.identifier.urihttp://hdl.handle.net/1843/66837-
dc.description.resumoThe goal is to determine the mechanisms of soil-cement interlocked brick plus wood fibers under compressive loading. For this we used experimental stress analysis techniques. Horizontal deformations (εx) and vertical (εy) of bricks were obtained with extensometers, in the configuration of five rosettes. From the values of these deformations and using the equations of the theory of elasticity, Poisson coefficients were determined and elasticity modules, and calculated the corresponding voltages each escutcheon according to the equations of the State of plane stress. To determine the trajectory of the rupture voltage-loading graphics were made of each rosette. Knowing this trajectory determined the tensions related to the modification of the brick break mechanism. The appearance of a premature cracking or excessive is parameter used to determine the State limit of use of bricks.pt_BR
dc.description.sponsorshipCNPq - Conselho Nacional de Desenvolvimento Científico e Tecnológicopt_BR
dc.description.sponsorshipFAPEMIG - Fundação de Amparo à Pesquisa do Estado de Minas Geraispt_BR
dc.description.sponsorshipCAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível Superiorpt_BR
dc.languageengpt_BR
dc.publisherUniversidade Federal de Minas Geraispt_BR
dc.publisher.countryBrasilpt_BR
dc.publisher.departmentARQ - DEPARTAMENTO DE TEC ARQUITETURA E URBANISMOpt_BR
dc.publisher.departmentENG - DEPARTAMENTO DE ENGENHARIA ESTRUTURASpt_BR
dc.publisher.departmentENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVILpt_BR
dc.publisher.initialsUFMGpt_BR
dc.relation.ispartofInternational Journal of Advanced Engineering Research and Sciencept_BR
dc.rightsAcesso Abertopt_BR
dc.subjectSoil-cement brickspt_BR
dc.subjectWood fiberspt_BR
dc.subjectLimit states Stress analysispt_BR
dc.subjectElasticity modulespt_BR
dc.subject.otherTijolospt_BR
dc.subject.otherSolo-cimentopt_BR
dc.subject.otherMadeirapt_BR
dc.titleFailure mechanisms of interlocked bricks of soil-cement and wood fiberspt_BR
dc.typeArtigo de Periódicopt_BR
dc.url.externahttps://ijaers.com/detail/failure-mechanisms-of-interlocked-bricks-of-soil-cement-and-wood-fibers/pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0001-7870-0283pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0001-7426-0970pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0003-1574-8284pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0002-6031-6977pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0001-7896-8669pt_BR
dc.identifier.orcidhttps://orcid.org/0000-0002-7451-3365pt_BR
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