Influence of Temperature on the Mechanical Response of Asphalt Mixtures Using Microstructural Analysis and Finite-Element Simulations

Author:

Liu Pengfei1,Hu Jing2,Wang Hao3,Canon Falla Gustavo4,Wang Dawei5,Oeser Markus6

Affiliation:

1. Postdoctoral Research Associate, Institute of Highway Engineering, Rheinisch-Westfälische Technische Hochschule Aachen Univ., Mies-van-der-Rohe-St. 1, D52074 Aachen, Germany.

2. Postdoctoral Research Associate, Intelligent Transportation System Research Center, Southeast Univ., Nanjing 210096, China.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Rutgers, State Univ. of New Jersey, New Brunswick, NJ 08854.

4. Ph.D. Candidate, Assistant Researcher, Institute for Urban and Pavement Engineering, Technical Univ. of Dresden, Georg-Schumann-St. 7, D01187 Dresden, Germany.

5. Professor, School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Rd., Nangang District, Harbin 150090, China; Professor, Institute of Highway Engineering, Rheinisch-Westfälische Technische Hochschule Aachen Univ., Mies-van-der-Rohe-St. 1, D52074 Aachen, Germany (corresponding author).

6. Professor, Institute of Highway Engineering, Rheinisch-Westfälische Technische Hochschule Aachen Univ., Mies-van-der-Rohe-St. 1, D52074 Aachen, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference36 articles.

1. Baek J. 2010. “Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of Illinois at Urbana–Champaign.

2. Laboratory tests and finite element simulations to model thermally induced reflective cracking of composite pavements

3. Effect of temperature on fatigue performance of hot mix asphalt tested under model mobile load simulator

4. Discrete Element Modeling of Asphalt Concrete: Microfabric Approach

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