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Proceedings Paper

Numerical simulation of a crack in the cement stabilized stone using cohesive zone models
Author(s): Jing-hui Liu; Duan-yi Wang
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Paper Abstract

Reflective cracking arising from cracks in base materials has been a major distress of semi-rigid asphalt concrete road. Previous studies in base mixture cracking have typically considered the materials homogeneity. Adopting Digital Image Processing techniques and Finite Element Method, in the micro scale, the cement and aggregates are treated as distinct materials with different materials parameters. The potential crack zones are simulated by Cohesive Zone Model. The initiation and propagation of the crack in the cylindrical specimen under conventional Indirect Tensile Test (IDT) are modeled. The numerical results from the micromechanical analysis match well with the results from the macro experiment. Even though this study only presented a attempt to a numerical simulation of a simple IDT test, the theory and methods adopted by this study can be applied to the fatigue damage scenario under complicated loading conditions including material heterogeneity. It effectively allows researchers to link the micro-scale damage observed on the local scale with the real pavements failing on the global scale.

Paper Details

Date Published: 24 August 2009
PDF: 7 pages
Proc. SPIE 7375, ICEM 2008: International Conference on Experimental Mechanics 2008, 737511 (24 August 2009); doi: 10.1117/12.839044
Show Author Affiliations
Jing-hui Liu, South China Univ. of Technology (China)
Duan-yi Wang, South China Univ. of Technology (China)

Published in SPIE Proceedings Vol. 7375:
ICEM 2008: International Conference on Experimental Mechanics 2008
Xiaoyuan He; Huimin Xie; YiLan Kang, Editor(s)

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