Damage-Induced Modeling of Asphalt Mixtures through Computational Micromechanics and Cohesive Zone Fracture-Reference-Cited by-同舟云学术

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Damage-Induced Modeling of Asphalt Mixtures through Computational Micromechanics and Cohesive Zone Fracture

Published:2005-10 Issue:5 Volume:17 Page:477-484
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Kim Yong-Rak¹²³,Allen D. H.¹²³,Little D. N.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Nebraska, Lincoln, NE 68588-0642.

2. Professor, Dept. of Engineering Mechanics, Univ. of Nebraska, Lincoln, NE 68588-0642.

3. Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3135.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282005%2917%3A5%28477%29

Reference23 articles.

1. Homogenization principles and their application to continuum damage mechanics

2. Micromechanical analysis of a continuous fiber metal matrix composite including the effects of matrix viscoplasticity and evolving damage

3. A micromechanically-based model for predicting dynamic damage evolution in ductile polymers

4. Birgisson B. Sangpetngam B. and Roque R. (2002). “Predicting viscoelastic response and crack growth in asphalt mixtures with the boundary element method.” Transportation Research Record. 1789 Transportation Research Board Washington D.C. 129–135.

5. A study of dynamic crack growth in elastic materials using a cohesive zone model

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