Technical Papers
Nov 25, 2022

Development and Validation of a Nonlinear Model to Describe the Tension–Compression Behavior of Rubber-Like Base Isolators

Publication: Journal of Engineering Mechanics
Volume 149, Issue 2

Abstract

The fractional-order derivative Zener (FDZ) model can reasonably predict the frequency dependence behavior of rubber-like materials. However, its capability to capture nonlinear behaviors is limited. In our previous work, we built a horizontal shear model of a multidimensional rubber-like base isolation bearing, modifying the FDZ model to compensate for its inability to reproduce the nonlinear behaviors of amplitude dependence and slow stabilization. In this paper, the tension-compression behavior of the same bearing in the vertical direction is studied, where strain-stiffening nonlinear behavior is exhibited. A different strategy is used to establishing the modified tension-compression FDZ (CFDZ) model, which is shown to have good agreement with experimental results. State-space representation of the CFDZ model is presented and included in modelling a train-bridge-bearing system for dynamic analysis. Simulation results demonstrate that the proposed bearing achieves a high base isolation performance in the vertical direction.

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Data Availability Statement

All data, models, and codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors express their appreciation for the financial support from National Key Research and Development Plans with Grant No. 2019YFE0121900, Changjiang Scholar Program of Chinese Ministry of Education, and the Tencent Foundation through the XPLORER PRIZE. Support for Daniel Gomez is provided by the Universidad del Valle, Colombia.

References

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 149Issue 2February 2023

History

Received: May 5, 2022
Accepted: Oct 11, 2022
Published online: Nov 25, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 25, 2023

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Hong-Wei Li, Ph.D.
School of Civil Engineering, China-Pakistan Belt and Road Joint Laboratory on Smart Disaster Prevention of Major Infrastructures, Southeast Univ., Nanjing 210096, China; Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China.
Professor, School of Civil Engineering, China-Pakistan Belt and Road Joint Laboratory on Smart Disaster Prevention of Major Infrastructures, Southeast Univ., Nanjing 210096, China; Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: https://orcid.org/0000-0003-0544-8253. Email: [email protected]
Fang Wang
Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China.
Pan-Pan Gai, Ph.D.
School of Civil Engineering and Mechanics, Jiangsu Univ., 301 Xuefu Rd., Zhenjiang 212013, China.
Professor, School of Civil Engineering and Geomatics, Universidad del Valle, Cali, Valle del Cauca 760032, Colombia. ORCID: https://orcid.org/0000-0001-5244-8876
Shirley J. Dyke, A.M.ASCE
Professor, School of Mechanical Engineering, Purdue Univ., West Lafayette, IN 47907.

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Cited by

  • Tests and Micro–Macro Cross-Scale Model of High-Performance Acrylate Viscoelastic Dampers Used in Structural Resistance, Journal of Structural Engineering, 10.1061/JSENDH.STENG-11767, 149, 7, (2023).
  • Experimental and Theoretical Study on Nonlinear Behavior of Compression-Mode Viscoelastic Dampers under Different Excitations and Temperatures, Journal of Engineering Mechanics, 10.1061/JENMDT.EMENG-6940, 149, 9, (2023).

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