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2019 | OriginalPaper | Chapter

3. Influence of Reinforced Mortar Coatings on the Compressive Strength of Masonry Prisms

Authors : J. M. P. Q. Delgado, Ana Sofia Guimarães, António C. Azevedo, Romilde A. Oliveira, Fernando A. N. Silva, Carlos W. A. P. Sobrinho

Published in: Structural Performance of Masonry Elements

Publisher: Springer International Publishing

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Abstract

This work describes an experimental study carried out on running bond 195 red clay prisms, of two and three ceramic blocks, with and without cement mortar coating, subjected to axial compression in order to enhance the capacity of masonry. The prisms were subjected to compressive loading and all of them had deformation control on each face with a deflectometer, in order to obtain information about the behaviour of the prisms.

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previous chapter Physical and Hygrothermal Material Properties
next chapter Structural Performance of Resistant Masonry Elements
Literature
J.J. Fontana Cabezas, Mechanical properties of load bearing walls made of Uruguayan hollow ceramic bricks. Revista de la Construcción 14(3), 15–21 (2015)CrossRef
NBR 10837, Hollow Concrete Blocks—Bases for Design of Structural Masonry Procedure, Rio de Janeiro, Brazil (2000)
NBR 15961–1, Structural Masonry—Concrete Blocks—Part 1: Design, Rio de Janeiro, Brazil (2011)
Metadata
Title
Influence of Reinforced Mortar Coatings on the Compressive Strength of Masonry Prisms
Authors
J. M. P. Q. Delgado
Ana Sofia Guimarães
António C. Azevedo
Romilde A. Oliveira
Fernando A. N. Silva
Carlos W. A. P. Sobrinho
Copyright Year
2019
Book
Structural Performance of Masonry Elements

Print ISBN: 978-3-030-03269-2

Electronic ISBN: 978-3-030-03270-8

Copyright Year: 2019

DOI
https://doi.org/10.1007/978-3-030-03270-8_3