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dc.contributoren-US
dc.creatorCasati, María Jesús; Universidad Politécnica de Madrid
dc.creatorMonteagudo, Silvia; Universidad Politécnica de Madrid
dc.creatorGálvez, Jaime; Universidad Politécnica de Madrid
dc.date2015-04-06
dc.date.accessioned2019-05-03T12:20:04Z
dc.date.available2019-05-03T12:20:04Z
dc.identifierhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/210
dc.identifier.urihttp://revistaschilenas.uchile.cl/handle/2250/84069
dc.descriptionThe aim of this paper is to analyse the influence of mortar bed joint thickness on the structural behaviour of brick-masonry specimens under compressive stress. Moreover, the progressive cracking of the material was studied during the loading process. Nine walls and nine columns were tested, combining three mortar bed joint thicknesses. Simultaneously, ultrasound, extensometer and Schmidt hammer measurements were recorded. The obtained results show that the thinner the mortar bed joint (5mm), the greater the breaking load (20.5N/mm2) and ultrasonic pulse speed. In addition, ultrasound evaluation shows good agreement with the extensometer measurements and allows accurate detection of the inner material failure.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherPONTIFICIA UNIVERSIDAD CATOLICA DE CHILEen-US
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/210/59
dc.sourceRevista de la Construcción. Journal of Construction; Vol 14, No 1 (2015): Revista de la Construcción. Journal of Construction; 9 - 15en-US
dc.source0718-915X
dc.source0717-7925
dc.titleInfluence of the bed joint thickness on the bearing capacity of the brick masonry under compression loading: an ultrasound assessmenten-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US


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