Modeling Mode I Cracking Failure in Asphalt Binder by Using Nonconserved Phase-Field Model-Reference-Cited by-同舟云学术

Modeling Mode I Cracking Failure in Asphalt Binder by Using Nonconserved Phase-Field Model

Published:2014-04 Issue:4 Volume:26 Page:684-691
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Hou Yue¹,Wang Linbing²,Yue Pengtao³,Pauli Troy⁴,Sun Wenjuan⁵

Affiliation:

1. Graduate Research Assistant, Virginia Tech Transportation Institute, Blacksburg, VA 24061 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061.

3. Assistant Professor, Dept. of Mathematics, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061.

4. Lead Scientist, Western Research Institute, Laramie, WY 82072.

5. Graduate Research Assistant, Virginia Tech Transportation Institute, Blacksburg, VA 24061.

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%29MT.1943-5533.0000874

Reference27 articles.

1. Anderson D. A. Christensen D. W. Bahia H. U. Sharma M. G. Antle C. E. and Button J. (1994). “Binder characterization and evaluation.” Strategic Highway Research Program (SHRP) A-369 National Research Council.

2. ASTM. (1990). “Standard test method for plane-strain fracture toughness of metallic materials.” E399-90 West Conshohocken PA.

3. Free Energy of a Nonuniform System. I. Interfacial Free Energy

4. Reflective and thermal cracking modeling of asphalt concrete overlays;Dave E. V.;Adv. Testing and Charact. of Bitum. Mater.,2007

5. Fracture in mode I using a conserved phase-field model

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