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作者:

Zhang, W. (Zhang, W..) | Liu, H. (Liu, H..) | Guo, X. (Guo, X..) (学者:郭霞)

收录:

Scopus

摘要:

This paper studies the equivalent modeling method of truss cell elements with clearance joints. The equivalent stillness and damping problem of unit cell truss are mainly considered. Firstly, a comprehensive hinge gap model is constructed by considering on the gap hinge. An equivalent method is then put forward to simplify the truss unit cell to a plate-like structure. As structural element is assumed as a steel beam, the displacement method is used to get the equivalent stillness matrix of plane truss unit cell in different boundary condition. The overall natural frequency and plate equivalent stiffness matrix after equivalence are then obtained. Finally, finite element analysis (FEM) by a software of ANSYS is proposed for structural modal analysis of the structure with clearance joint. The results show that when the stiffness of the truss structure unit cell is reduced, the flexibility is increased. © 2018 Journal of Dynamics and Control. All rights reserved.

关键词:

Clearance joints; Displacement method; Equivalent modelling; Finite element analysis; Warren truss

作者机构:

  • [ 1 ] [Zhang, W.]Beijing Key Laboratory of Nonlinear Vibrations and Strength of Mechanical Structures, College of Mechanical Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Liu, H.]Beijing Key Laboratory of Nonlinear Vibrations and Strength of Mechanical Structures, College of Mechanical Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Guo, X.]Beijing Key Laboratory of Nonlinear Vibrations and Strength of Mechanical Structures, College of Mechanical Engineering, Beijing University of Technology, Beijing, 100124, China

通讯作者信息:

  • [Liu, H.]Beijing Key Laboratory of Nonlinear Vibrations and Strength of Mechanical Structures, College of Mechanical Engineering, Beijing University of TechnologyChina

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来源 :

Journal of Dynamics and Control

ISSN: 1672-6553

年份: 2018

期: 2

卷: 16

页码: 136-143

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 4

ESI高被引论文在榜: 0 展开所有

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