Failure mechanisms of interlocked bricks of soil-cement and wood fibers

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dc.creatorEdgar Vladimiro Mantilla Carrasco
dc.creatorJudy Norka Rodo Mantilla
dc.creatorElvio Mosci Piancastelli
dc.creatorAldo Giuntini de Magalhães
dc.creatorFernando José Silva
dc.creatorMarco Antônio Penido de Rezende
dc.creatorWhite José dos Santos
dc.date.accessioned2024-04-03T19:31:51Z
dc.date.accessioned2025-09-09T00:47:18Z
dc.date.available2024-04-03T19:31:51Z
dc.date.issued2019
dc.description.sponsorshipCNPq - Conselho Nacional de Desenvolvimento Científico e Tecnológico
dc.description.sponsorshipFAPEMIG - Fundação de Amparo à Pesquisa do Estado de Minas Gerais
dc.description.sponsorshipCAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível Superior
dc.identifier.doihttp://dx.doi.org/10.22161/ijaers.6.5.6
dc.identifier.issn2456-1908
dc.identifier.urihttps://hdl.handle.net/1843/66837
dc.languageeng
dc.publisherUniversidade Federal de Minas Gerais
dc.relation.ispartofInternational Journal of Advanced Engineering Research and Science
dc.rightsAcesso Aberto
dc.subjectTijolos
dc.subjectSolo-cimento
dc.subjectMadeira
dc.subject.otherSoil-cement bricks
dc.subject.otherWood fibers
dc.subject.otherLimit states Stress analysis
dc.subject.otherElasticity modules
dc.titleFailure mechanisms of interlocked bricks of soil-cement and wood fibers
dc.typeArtigo de periódico
local.citation.epage48
local.citation.issue5
local.citation.spage44
local.citation.volume6
local.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.
local.identifier.orcidhttps://orcid.org/0000-0001-7870-0283
local.identifier.orcidhttps://orcid.org/0000-0001-7426-0970
local.identifier.orcidhttps://orcid.org/0000-0003-1574-8284
local.identifier.orcidhttps://orcid.org/0000-0002-6031-6977
local.identifier.orcidhttps://orcid.org/0000-0001-7896-8669
local.identifier.orcidhttps://orcid.org/0000-0002-7451-3365
local.publisher.countryBrasil
local.publisher.departmentARQ - DEPARTAMENTO DE TEC ARQUITETURA E URBANISMO
local.publisher.departmentENG - DEPARTAMENTO DE ENGENHARIA ESTRUTURAS
local.publisher.departmentENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVIL
local.publisher.initialsUFMG
local.url.externahttps://ijaers.com/detail/failure-mechanisms-of-interlocked-bricks-of-soil-cement-and-wood-fibers/

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