Coupled Thermomechanical Damage Behavior Analysis of Asphalt Pavements Using a 2D Mesostructure-Based Finite-Element Method-Reference-Cited by-同舟云学术

Coupled Thermomechanical Damage Behavior Analysis of Asphalt Pavements Using a 2D Mesostructure-Based Finite-Element Method

Published:2021-06 Issue:2 Volume:147 Page:04021012
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Du Cong¹,Sun Yiren²^ORCID,Chen Jingyun³,Zhou Changjun⁴,Liu Pengfei⁵^ORCID,Wang Dawei⁶^ORCID,Oeser Markus⁷

Affiliation:

1. Ph.D. Candidate, School of Transportation and Logistics, Dalian Univ. of Technology, Dalian 116024, China; Institute of Highway Engineering, Rheinisch-Westfälische Technische Hochschule Aachen Univ., Aachen 52074, Germany.

2. Associate Professor, School of Transportation and Logistics, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). ORCID: .

3. Professor, School of Transportation and Logistics, Dalian Univ. of Technology, Dalian 116024, China.

4. Associate Professor, School of Transportation and Logistics, Dalian Univ. of Technology, Dalian 116024, China.

5. Senior Research Engineer, Institute of Highway Engineering, Rheinisch-Westfälische Technische Hochschule Aachen Univ., Aachen 52074, Germany. ORCID: .

6. Professor, School of Transportation Science and Engineering, Harbin 150090, China; Institute of Highway Engineering, Rheinisch-Westfälische Technische Hochschule Aachen Univ., Aachen 52074, Germany. ORCID: .

7. Professor, Institute of Highway Engineering, Rheinisch-Westfälische Technische Hochschule Aachen Univ., Aachen 52074, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000263

Reference46 articles.

1. Multiscale analysis for the prediction of the full field in electromagnetoelastic composites with semi-infinite cracks

2. Homogenization principles and their application to continuum damage mechanics

3. Multi-scale computational model for design of flexible pavement – part I: expanding multi-scaling

4. Multi-scale computational model for design of flexible pavement – part II: contracting multi-scaling

5. Multi-scale computational model for design of flexible pavement – part III: two-way coupled multi-scaling

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