Abstract

The mechanical properties of viscoelastic (VE) dampers directly affect the aseismic performance of viscoelastically damped structures; therefore, it is of great significance to accurately describe the nonlinear mechanical characteristics of VE dampers in the aseismic design and analysis of structures. However, most of the existing mathematical models for VE dampers have been established from a macroscopic perspective, and there is a general lack of a comprehensive connection to the microstructure characteristics of VE materials and external influence factors such as loading frequency, ambient temperature, and strain amplitude. In this paper, inspired by the molecular chain network models and fractional derivative theory, a microstructure-based equivalent visco-hyperelastic model is proposed for VE dampers with consideration of temperature dependence and the filler reinforcement effect. To verify the characterization capacity of the proposed model, laboratory experiments on the dynamic property of VE dampers were carried out with varying frequencies, temperatures, and strain amplitudes, and the proposed model was then employed to predict the experimental results. Finally, model parameter analysis was conducted to clarify the relationship between material microstructure and its macroscopic performance. The experiments indicate that the VE damper possesses an excellent energy-dissipation capability, and characteristic parameters of VE dampers tend to be more sensitive in the low ranges of frequency and temperature than in the high ranges. Comparisons between the experimental and numerical results suggest that the proposed model can describe the mechanical properties of VE dampers at different frequencies, temperatures, and strain amplitudes with good accuracy. Parameter analysis demonstrates that the proposed model can reflect the influence of material microstructure on the macroscopic mechanical properties of VE dampers.

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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 acknowledge financial support for this research from National Key Research and Development Plans with Grant No. 2019YFE0121900, the Program of Chang Jiang Scholars of the Ministry of Education, and the Tencent Foundation through the Xplorer Prize.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 148Issue 4April 2022

History

Received: Oct 1, 2021
Accepted: Dec 7, 2021
Published online: Jan 31, 2022
Published in print: Apr 1, 2022
Discussion open until: Jun 30, 2022

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Qiang-Qiang Li [email protected]
Ph.D. Candidate, Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Professor, Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author). ORCID: https://orcid.org/0000-0003-0544-8253. Email: [email protected]
Associate Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China; Associate Professor, Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an 710055, China. ORCID: https://orcid.org/0000-0002-4992-0057
Zhen-Hua He [email protected]
Ph.D. Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China. Email: [email protected]
Jia-Xuan He [email protected]
Ph.D. Candidate, Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Professor, Institute for Infrastructure and Environment, School of Engineering, Univ. of Edinburgh, Edinburgh EH9 3JL, UK. ORCID: https://orcid.org/0000-0002-2142-1299. Email: [email protected]

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