Theoretical and Experimental Research of Viscoelastic Damping Limb-Like-Structure Device with Coupling Nonlinear Characteristics

Author:

He Zhen-Hua12,Xu Zhao-Dong3,Xue Jian-Yang12,Jing Xing-Jian4,Dong Yao-Rong3,Li Qiang-Qiang3

Affiliation:

1. School of Civil Engineering, Xi’an University of Architecture and Technology, No. 13, Middle Yanta Road, Beilin District, Xi’an, P. R. China

2. Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education (XAUAT), Xi’an, P. R. China

3. School of Civil Engineering, Southeast University, No. 2, Sipai Building, Xuanwu District, Nanjing, P. R. China

4. Department of Mechanical Engineering, Hong Kong Polytechnic University, No. 11, Yucai Road, Hung Hom, Kowloon, Hong Kong, P. R. China

Abstract

The nonlinear characteristic of vibration control systems has attracted increasing attention for its advantage in improving structural performance. In this paper, a new type of viscoelastic damping limb-like-structure (VE-LLS) device is proposed by combing the viscoelastic (VE) damper and limb-like-structure (LLS) together, which possesses coupling nonlinearity characteristic caused by geometric and material factors, as well as a remarkable advantage in improving the control performance. First, to explore the nonlinear geometrical effects on the static stiffness of the VE-LLS device, a formula is derived from static stiffness, and the results are discussed. Second, dynamic analysis is performed of the proposed device considering the coupling geometrical and material nonlinearities in frequency domain, with the real-time effect of frequency and temperature on the mechanical properties of the viscoelastic damper considered in solving the nonlinear vibration equation. The harmonic balance method (HBM) is used to solve the nonlinear dynamic equation. Then, the displacement transmissibility of the VE-LLS device is calculated and assessed. The results indicate that the proposed device possesses excellent vibration isolation performance, and the geometric parameters of the viscoelastic damper have significant nonlinear effect on the performance. Finally, an experiment is carried out of the VE-LLS device to verify the accuracy of the static stiffness analysis. The results show that the theoretical results agree well the experimental ones, and that the theoretical results have high accuracy and reliability.

Funder

National Key Research and Development Program of China

National Science Fund for Distinguished Young Scholars

Publisher

World Scientific Pub Co Pte Ltd

Subject

Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Building and Construction,Civil and Structural Engineering

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