Technical Papers
Apr 25, 2023

Simulation of Creep Damage of Asphalt Mixture Based on Discrete Element Method

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 7

Abstract

This paper proposes a creative approach for conducting discrete element simulation of creep tests to simulate the mechanical behavior of asphalt mixture and analyze the mechanism of creep damage by virtual tests. Based on the discrete element method (DEM), the creative approach named the aggregate template method was presented to generate the irregular polyhedron of coarse aggregate by 3DsMax and PFC3D. The asphalt mortar was then replaced by spherical particles and by PFC3D. Based on the above preparation, the uniaxial creep tests were simulated by PFC3D and verified by actual tests to illuminate the micromechanical behavior and the creep damage of asphalt mixtures. The test results indicate that the fracture of force chains is consistent with the damage of real samples. The load is used to damage the sample by breaking the bond between the particles and the temperature is used to soften the asphalt mortar particles to damage the sample. The attenuation rate of the cohesive force of particles at the boundary of the sample is obviously larger than that at the center in the process of loading. It was verified that the aggregate template method in DEM is a reasonable approach for studying the creep test of asphalt mixtures by error analysis.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The research was supported by the National Key R&D Program of China (Grant No. 2021YFB2600900); the National Natural Science Foundation of China (Grant No. 52178411); Changsha Natural Science Foundation of China (Grant No. kq2202205); Hunan Transportation Department (Grant Nos. 201825 and B202112); and the Research Innovation Project of Changsha University of Science and Technology (Grant No. CX2021SS121).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 7July 2023

History

Received: Jun 18, 2022
Accepted: Nov 11, 2022
Published online: Apr 25, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 25, 2023

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Professor, National Engineering Research Center for Highway Maintenance Technology, School of Traffic and Transportation Engineering, Hunan International Scientific and Technological Innovation Cooperation Base of Advanced Construction and Maintenance Technology of Highway, Changsha Univ. of Science and Technology, Changsha 410114, China (corresponding author). ORCID: https://orcid.org/0000-0002-1365-2097. Email: [email protected]
Graduate Student, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China. Email: [email protected]
Junwei Xiang [email protected]
Engineer, Zhongda Intelligent Technology Co., No. 755, Xueshi Rd., Yuelu District, Changsha 410006, China. Email: [email protected]
Graduate Student, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China. Email: [email protected]

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  • Time-Temperature-Stress Equivalent Characteristics and Nonlinear Viscoelastic Model of Asphalt Mixture under Triaxial Compressive Stress State, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-16679, 36, 2, (2024).

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