Shear Properties Of Masonry
Author(s)
G. Frunzio, A. Gesualdo, M. Monaco & G. Russo
Abstract
The numerical analysis of the constitutive behaviour of masonry is based on the
knowledge of several mechanical parameters: the identification of a numerical
model in general requires the determination of elastic and strength properties of
the mortar and brick assemblies.
In order to provide the value of shear strength for brick masonry elements, an
experimental testing program has been carried out by the authors. A classical
shear box test has been performed on brick masonry cubes. The tests have been
performed according to three different directions, two of which in the planes of
the head joints and a third orthogonal one. It can then be seen that the hypothesis
of a different shear behaviour according to the three directions is consistent, so
that a friction tensor can be deducted.
Introduction
Both the
Keywords
Related Book
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