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dc.contributoren-US
dc.creatorFontana, Juan José
dc.date2015-12-01
dc.date.accessioned2019-05-03T12:20:00Z
dc.date.available2019-05-03T12:20:00Z
dc.identifierhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/209
dc.identifier.urihttp://revistaschilenas.uchile.cl/handle/2250/84017
dc.descriptionThis paper presents an analysis of the mechanical characteristics ofmasonry walls made of hollow ceramic uruguayan bricks, based onresults obtained in laboratory tests that determine the compressive,bending and shear strength of brickwork specimens and the compressivestrength of the hollow or perforated bricks used to manufacture them.It also discusses the way the specimens fail and the dependence ofthe masonry walls mechanical strength on the compressive strengthof the bricks. A strong relationship between the compressive strengthof brickwork specimens tested and the compressive strength of thebricks they were manufactured with, is observed. The equations thatbest appear to link these two mechanical characteristics, for bricks withcompressive strengths up to 25 daN/cm2, were determined. However,is not observed a direct relation between tested brickwork specimensbending or shear strength, and the compressive strength of the brickswith which they were manufactured. It seems crucial, both in masonrybending and shear strength, the adhesion between ceramic bricks andmortar.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherPONTIFICIA UNIVERSIDAD CATOLICA DE CHILEen-US
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/209/114
dc.sourceRevista de la Construcción. Journal of Construction; Vol 14, No 3 (2015): Revista de la Construcción. Journal of Construction; 15 - 21en-US
dc.source0718-915X
dc.source0717-7925
dc.titleMechanical properties of load bearing walls made of uruguayan hollow ceramic bricksen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US


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