Computational Constitutive Model for Predicting Nonlinear Viscoelastic Damage and Fracture Failure of Asphalt Concrete Mixtures-Reference-Cited by-同舟云学术

Computational Constitutive Model for Predicting Nonlinear Viscoelastic Damage and Fracture Failure of Asphalt Concrete Mixtures

Published:2007-03 Issue:2 Volume:7 Page:102-110
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

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

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, W351 Nebraska Hall, Univ. of Nebraska, Lincoln, NE 68588-0531 (corresponding author). E-mail: ykim3@unl.edu

2. Professor, Dept. of Engineering Mechanics, 114 Othmer Hall, Univ. of Nebraska, Lincoln, NE 68588-0642. E-mail: dhallen@unlnotes.unl.edu

3. Professor, Dept. of Civil Engineering, 601 CE/TTI Building, Texas A&M Univ., College Station, TX 77843-3135. E-mail: d-little@tamu.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282007%297%3A2%28102%29

Reference33 articles.

1. Numerical Aspects of a Micromechanical Model of a Cohesive Zone

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

3. The Mathematical Theory of Equilibrium Cracks in Brittle Fracture

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.

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