Self‐Consistent Model for Transversely Isotropic Cracked Solid
Publication: Journal of Engineering Mechanics
Volume 113, Issue 7
Abstract
The self‐consistent energy method is used to develop a model for determining the effective moduli of a transversely isotropic cracked solid. To apply the technique, the three‐dimensional crack distributions within the solid must be known. Results are presented for a series of transversely isotropic cracked solids using crack distributions in which all orientations are represented. This type of distribution is typical of crack distributions in cement paste and mortar. The sensitivity of the model to variations in crack size and orientation is discussed. The crack‐induced variations in moduli depend primarily on a parameter representing the volume density of the cracks and on the degree of anisotropy.
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Information & Authors
Information
Published In
Journal of Engineering Mechanics
Volume 113 • Issue 7 • July 1987
Pages: 984 - 999
Copyright
Copyright © 1987 ASCE.
History
Published online: Jul 1, 1987
Published in print: Jul 1987
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