Confinement-Shear Lattice Model for Concrete Damage in Tension and Compression: II. Computation and Validation
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Engineering Mechanics
Volume 129, Issue 12
Abstract
The concrete material model developed in the preceding Part I of this study is formulated numerically. The new model is then verified by comparisons with experimental data for compressive and tensile uniaxial tests, biaxial tests, and triaxial tests, as well as notched tests of mode I fracture and size effect.
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Copyright © 2003 American Society of Civil Engineers.
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Received: Aug 26, 2002
Accepted: Feb 21, 2003
Published online: Nov 14, 2003
Published in print: Dec 2003
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