Technical Papers
Mar 25, 2024

Frequency Dependency and Constitutive Model of Dynamical Mechanical Properties of Cement Asphalt Binders

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 6

Abstract

Using the dynamic mechanical thermal analysis (DMTA) method, the frequency dependence of dynamic mechanical properties of cement asphalt (CA) binders were examined within the testing frequency range between 0.1 and 100 Hz in this study. Based on the time-temperature superposition (TTS) principle, the master curves of storage modulus (E), loss modulus (E), and loss factor (tanδ) of CA binders within a wide frequency range from 1 × 10−5 to 1 × 1010 Hz were obtained. The results showed that the E, E, and tanδ of CA binders were highly sensitive to the frequency due to the incorporation of asphalt. The value of E rose as the frequency increased, whereas E and tanδ showed different trends as the frequency increased. Storage modulus rising factor ΔE and peak value of loss factor tanδmax could be used to characterized the frequency dependence of dynamic mechanical properties. A simple solid model with fractional derivation was established to characterize the dynamic viscoelastic behavior of CA binders and was in excellent agreement with experiment data over both testing and a wide range of frequency. Correlations were observed between model parameters and asphalt content of CA binders. Our results contribute to the current field by providing the evidence for the dynamic mechanical properties estimation of CA mortar under various loading frequency.

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Data Availability Statement

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

Acknowledgments

Financial support by National Natural Science Foundation of China (No. 52278446), Opening Foundation of Research and Development Center of Transport Industry of New Materials, Technologies Application for Highway Construction and Maintenance of Offshore Areas (Fujian Communications planning & design institute Co., Ltd.) (No. 2021003), and the Middle-Age and Young Teacher Educational and Scientific Research Project (Science) of the Education Department of Fujian Province (JAT220010) are greatly appreciated.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 6June 2024

History

Received: Aug 9, 2023
Accepted: Nov 22, 2023
Published online: Mar 25, 2024
Published in print: Jun 1, 2024
Discussion open until: Aug 25, 2024

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Authors

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Associate Researcher, School of Advanced Manufacturing, Fuzhou Univ., Quanzhou 362200, China. ORCID: https://orcid.org/0000-0002-3520-9766. Email: [email protected]
Jianghuai Huang [email protected]
Postgraduate Student, School of Advanced Manufacturing, Fuzhou Univ., Quanzhou 362200, China. Email: [email protected]
Professor, Research and Development Center of Transport Industry of New Materials, Technologies Application for Highway Construction and Maintenance of Offshore Areas, Fujian Communications Planning and Design Institute Co., Ltd., Fuzhou 353404, China. Email: [email protected]
Bisheng Zhang [email protected]
Senior Engineer, Research and Development Center of Transport Industry of New Materials, Technologies Application for Highway Construction and Maintenance of Offshore Areas, Fujian Communications Planning and Design Institute Co., Ltd., Fuzhou 353404, China. Email: [email protected]
Associate Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China (corresponding author). ORCID: https://orcid.org/0000-0002-8557-055X. Email: [email protected]
Jiacheng Lu [email protected]
Undergraduate Student, School of Architectural Engineering, Taizhou Univ., Taizhou 318000, China. Email: [email protected]

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