Technical Papers
May 2, 2016

Coupled Navier–Stokes Phase-Field Model to Evaluate the Microscopic Phase Separation in Asphalt Binder under Thermal Loading

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 10

Abstract

The evolution of asphalt microstructures under thermal loading has always been a critical issue for pavement engineers. Previous researches show that phase separation will greatly affect the mechanical performance of asphalt at microscale. To analyze this important phenomenon, the conserved phase-field model is coupled with the Navier–Stokes equation to simulate the phase kinetics in this paper. The asphalt is chemically simplified to a quaternary system consisting of four chemical components: asphaltene, resin, oil, and wax. The coupled Navier–Stokes phase-field system is solved in a unified finite element framework in COMSOL software. It is observed that phase separation has a significant influence on the thermal stress distribution. Moreover, stress concentration is observed at the interfaces between different phases, which may result in microcracks. This conclusion is validated by atomic-force microscopy (AFM) experiment results.

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Acknowledgments

The first author would like to express sincere gratitude to Dr. Troy Pauli at Western Research Institute for sharing the AFM experiment results. The research performed in this paper is supported by Natural Science Foundation of Shandong Province (ZR2015EQ009), the Fundamental Research Funds of Shandong University (2015HW024), and China Postdoctoral Science Foundation Funded Project (2015M582093).

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 10October 2016

History

Received: Apr 6, 2015
Accepted: Dec 30, 2015
Published online: May 2, 2016
Published in print: Oct 1, 2016
Discussion open until: Oct 2, 2016

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Authors

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Yue Hou, Ph.D. [email protected]
Associate Professor, National Center for Materials Service Safety, Univ. of Science and Technology Beijing, Beijing 100083, China; formerly, Assistant Professor, School of Civil Engineering, Shandong Univ., Jinan, Shandong Province 250000, China. E-mail: [email protected]
Wenjuan Sun, Ph.D. [email protected]
Postdoctoral Research Associate, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061. E-mail: [email protected]
Prabir Das, Ph.D. [email protected]
Research Associate, Centre for Pavement and Transportation Technology, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1. E-mail: [email protected]
Xiuguang Song, Ph.D. [email protected]
Professor, School of Civil Engineering, Shandong Univ., Jinan, Shandong Province 250000, China (corresponding author). E-mail: [email protected]
Linbing Wang, Ph.D. [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061. E-mail: [email protected]
Zhi Ge, Ph.D. [email protected]
Associate Professor, School of Civil Engineering, Shandong Univ., Jinan, Shandong Province 250000, China. E-mail: [email protected]
Yucheng Huang [email protected]
Graduate Research Assistant, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061. E-mail: [email protected]

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