Numerical fracture analysis on the specimen size dependency of asphalt concrete using a cohesive softening model-Reference-Cited by-同舟云学术

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Numerical fracture analysis on the specimen size dependency of asphalt concrete using a cohesive softening model

Published:2009-05 Issue:5 Volume:23 Page:2112-2120
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Kim Hyunwook,Wagoner Michael P.,Buttlar William G.

Publisher

Elsevier BV

Subject

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

Reference27 articles.

1. Application of fracture mechanics in the analysis of pavement fatigue;Majidzadeh;J Asphalt Paving Technol,1971

2. J-integral and cyclic plasticity approach to fatigue and fracture of asphalt mixes;Abdulshafi;Transport Res Rec,1985

3. Effect of differential thermal contraction on fracture properties of asphalt materials at low temperature;Kim;J Asphalt Paving Technol,1995

4. Application of fracture mechanics in principles to analyze cracking in asphalt concrete;Jacob;J Asphalt Paving Technol,1996

5. Analysis of crack propagation in asphalt concrete using cohesive crack model;Jenq;Transport Res Rec,1991

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