Two-Stage Viscoelastic-Viscoplastic Damage Constitutive Model of Asphalt Mixtures-Reference-Cited by-同舟云学术

Two-Stage Viscoelastic-Viscoplastic Damage Constitutive Model of Asphalt Mixtures

Published:2013-08 Issue:8 Volume:25 Page:958-971
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Sun Lu¹,Zhu Haoran²,Zhu Yaoting³

Affiliation:

1. Professor, School of Transportation, Southeast Univ., No. 2 Sipailou, Nanjing 210096, China; Professor and Chair, Dept. of Civil Engineering, Pangborn Hall, Catholic Univ. of America, 620 Michigan Ave., N.E., Washington, DC 20064.

2. Ph.D. Candidate, School of Transportation, Southeast Univ., No. 2 Sipailou, Nanjing 210096, China (corresponding author).

3. Research Engineer, Jiangxi Research Institute of Communication, No. 176 Lushan South Rd., Nanchang 330038, Jiangxi China.

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.1943-5533.0000646

Reference42 articles.

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2. Computational applications of a coupled plasticity-damage constitutive model for simulating plain concrete fracture

3. Berthelot C. Crockford B. and Lytton R. (1999). “Comparison of alternative test methods for predicting asphalt concrete rut performance.” Canadian Technical Asphalt Association Proc. 44th Annual Conf. XLVL Polyscience Publications Quebec 405–434.

4. Isotropic damage model with different tensile–compressive response for brittle materials

5. Fracture energy based bi-dissipative damage model for concrete

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