Three-Dimensional Simulations of Asphalt Pavement Permanent Deformation Using a Nonlinear Viscoelastic and Viscoplastic Model-Reference-Cited by-同舟云学术

Three-Dimensional Simulations of Asphalt Pavement Permanent Deformation Using a Nonlinear Viscoelastic and Viscoplastic Model

Published:2011-01 Issue:1 Volume:23 Page:56-68
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Huang Chien-Wei¹²³⁴,Abu Al-Rub Rashid K.¹²³⁴,Masad Eyad A.¹²³⁴,Little Dallas N.¹²³⁴

Affiliation:

1. Postdoctoral Research Fellow, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

2. Assistant Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

3. Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843; and Mechanical Engineering Program, Texas A&M Univ. at Qatar, Doha, Qatar (corresponding author).

4. Regents Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

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.1943-5533.0000022

Reference26 articles.

1. Cho Y. McCullough B. F. and Weissmann J. (1996). “Considerations on finite-element method application in pavement structural analysis.” Transportation Research Record . 1539 Transportation Research Board Washington D.C. 96–101.

2. Collop A. C. Scarpas A. T. Kasbergen C. and de Bondt A. (2003). “Development and finite-element implementation of stress-dependent elastoviscoplastic constitutive model with damage for asphalt.” Transportation Research Record . 1832 Transportation Research Board Washington D.C. 96–104.

3. A viscoplastic constitutive model with strain rate variables for asphalt mixtures—numerical simulation

4. Numerical finite element formulation of the Schapery non-linear viscoelastic material model

5. A Study of Nonlinear Tire Contact Pressure Effects on HMA Rutting

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