Technical Papers
Jun 26, 2020

Preparation and Investigation of NiTi Alloy Phase-Change Heat Storage Asphalt Mixture

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 9

Abstract

Adding phase-change material (PCM) into the asphalt mixture has the potential to solve the temperature-related problem of asphalt pavement. During the phase transformation, NiTi alloy is still solid with good physical and mechanical properties. Therefore, no leakage and volatilization would occur, which are common problems occurring in the application of other kinds of PCMs. Equal volumes of NiTi alloy phase-change energy-storage particles are used to replace fine aggregates with corresponding particle diameter to prepare NiTi alloy phase-change heat storage asphalt mixture in the research. The admixture of NiTi alloy phase-change energy-storage particles could reduce the water stability of the asphalt mixture, but the adverse effect was not significant. When the phase change of NiTi alloy energy-storage particles occurred because of an increase in environment temperature, the heating rate of asphalt mixture was reduced due to the phase-change heat storage effect of NiTi alloy phase-change energy-storage particles. If there was more admixture, then the rate at which the mixture heats up would be slower. The indoor stimulated thermoregulation test showed that when the substitution rate of NiTi alloy phase-change energy-storage particles was 12% by weight, the maximum temperature difference between NiTi alloy phase-change heat storage asphalt mixture and ordinary asphalt reached 4.3°C.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to acknowledge the support received from the China National Natural Science Foundation under Grant No. 51608044, China Postdoctoral Science Foundation under Grant No. 2015M572513, China Young Talent Fund of University Association for Science and Technology in Shaanxi under Grant No. 20170507, Transportation Industry High-Level Technical Personnel Training Project under Grant No. 2018019, Science and Technology Planning Project of Tibet Autonomous Region of China under Grant No. XZ201801-GD-04, and Fundamental Research Funds for the Central Universities of Chang’an University under Grant No. 300102218523. The authors declare that they have no conflict of interest to this work.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 9September 2020

History

Received: Aug 26, 2019
Accepted: Feb 26, 2020
Published online: Jun 26, 2020
Published in print: Sep 1, 2020
Discussion open until: Nov 26, 2020

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Professor, Key Laboratory of Ministry of Transportation Road Structure and Materials, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Associate Professor, Key Laboratory of Ministry of Transportation Road Structure and Materials, Chang’an Univ., Xi’an 710064, China (corresponding author). Email: [email protected]
X. F. Huang [email protected]
Assistant Engineer, Guangxi Communications Design Group Co., Ltd., 153 Minzu Ave., Nanning 530000, China. Email: [email protected]
Graduate Student, Key Laboratory of Ministry of Transportation Road Structure and Materials, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Graduate Student, Key Laboratory of Ministry of Transportation Road Structure and Materials, Chang’an Univ., Xi’an 710064, China. ORCID: https://orcid.org/0000-0001-9369-6155. Email: [email protected]
Graduate Student, Key Laboratory of Ministry of Transportation Road Structure and Materials, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Graduate Student, Key Laboratory of Ministry of Transportation Road Structure and Materials, Chang’an Univ., Xi’an 710064, China. Email: [email protected]

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