Simulation of Crack Propagation in Asphalt Concrete Using an Intrinsic Cohesive Zone Model-Reference-Cited by-同舟云学术

Simulation of Crack Propagation in Asphalt Concrete Using an Intrinsic Cohesive Zone Model

Published:2006-11 Issue:11 Volume:132 Page:1215-1223
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Song Seong Hyeok¹²³,Paulino Glaucio H.¹²³,Buttlar William G.¹²³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 2204 Newmark Laboratory, 205 North Mathews Ave., MC-250, Urbana, IL 61801.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 2209 Newmark Laboratory, 205 North Mathews Ave., MC-250, Urbana, IL 61801 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 1212 Newmark Laboratory, 205 North Mathews Ave., MC-250, Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282006%29132%3A11%281215%29

Reference40 articles.

1. AASHTO. (1996). “Standard test method for determining the creep compliance and strength of hot mix asphalt (HMA) using the indirect tensile test device.” AASHTO TP9-96 Washington D.C.

2. Abdulshafi A. A. and Majidzadeh K. (1985). “J-integral and cyclic plasticity approach to fatigue and fracture of asphalt mixes.” Transportation Research Record. 1034 Transportation Research Board Washington D.C.

3. The formation of equilibrium cracks during brittle fracture. General ideas and hypotheses. Axially-symmetric cracks

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