Research Article
Aug 1978
Finite Element Model for Masonry
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 104, Issue 8
Abstract
A method for the in-plane analysis of clay masonry walls is presented. The proposed finite element model reproduces the nonlinear characteristics of masonry caused by material nonlinearity and progressivee joint failure. Masonry is considered as an assemblage of elastic brick continuum elements acting in conjunction with linkage elements simulating the mortar joints. The joint elements are assumed to have high compressive strength (with nonlinear deformation characteristics), low tensile strength, and limited shear strength depending upon the bond strength and degree of compression present. The material properties for this model are determined from uniaxial tests on bricks and masonry panels. Tests on a masonry deep beam are used as a basis for comparison between predicted theory and experimental evidence.
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Published In
Journal of the Structural Division
Volume 104 • Issue 8 • August 1978
Pages: 1267 - 1285
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Aug 1978
Published online: Feb 1, 2021
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Authors
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Adrian W. Page
Lect., Dept. of Civ. Engrg., Univ. of Newcastle, New South Wales, Australia
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