dc.contributorUniversidade Estadual Paulista (UNESP)
dc.creatorAndolfato, Rodrigo Piernas
dc.creatorCamacho, Jefferson Sidney
dc.creatorRamalho, Mácio Antônio
dc.date2014-05-27T11:22:23Z
dc.date2016-10-25T18:23:32Z
dc.date2014-05-27T11:22:23Z
dc.date2016-10-25T18:23:32Z
dc.date2007-01-01
dc.date.accessioned2017-04-06T01:23:38Z
dc.date.available2017-04-06T01:23:38Z
dc.identifierACI Materials Journal, v. 104, n. 1, p. 33-39, 2007.
dc.identifier0889-325X
dc.identifierhttp://hdl.handle.net/11449/69503
dc.identifierhttp://acervodigital.unesp.br/handle/11449/69503
dc.identifier2-s2.0-33947261138
dc.identifierhttp://www.concrete.org/Publications/ACIMaterialsJournal/ACIJournalSearch.aspx?m=details&ID=18492
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/890739
dc.descriptionThe purpose of this paper is to study the mechanical behavior of concrete blocks and prisms when performing axial compression tests within the Brazilian base of knowledge, intending to foment data of this kind for a world-based network. The blocks were built using five different mixtures in which the quantity of cement and the compacting ratio (density) were varied (during the fabrication process). The three-course-high prisms were assembled using 1 cm (0.39 in.) thick full-bedded joints, always trying to leave the mortar's characteristics constant. The axial compression tests were conducted according to Brazilian practice code recommendations, because most of these standards are very similar to international practice codes. The compressive strength, strains, and rupture form of each mixture studied were recorded. Attempts were made to correlate the strength, efficiency ratio (block strength/prism strength) of the prisms, strains, and rupture form; with the quantity of cement and compacting ratio. The data are presented in tables and figures, and the obtained results are discussed throughout the text. Copyright © 2007, American Concrete Institute. All rights reserved.
dc.languageeng
dc.relationACI Materials Journal
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectConcrete block
dc.subjectMasonry
dc.subjectMixture
dc.subjectBrazilian practice code
dc.subjectCompacting ratio
dc.subjectInternational practice codes
dc.subjectCompression testing
dc.subjectCorrelation methods
dc.subjectMasonry construction
dc.subjectMixtures
dc.subjectStandards
dc.subjectStructural analysis
dc.subjectConcrete blocks
dc.titleBrazilian results on structural masonry concrete blocks
dc.typeOtro


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