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Supervised by Ministry of Industry and Information Technology of The People's Republic of China Sponsored by Harbin Institute of Technology Editor-in-chief Yu Zhou ISSNISSN 1005-9113 CNCN 23-1378/T

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Related citation:Hong-Wei Guo,Jing Zhang,Rong-Qiang Liu,Zong-Quan Deng,Deng-Qing Cao.Nonlinear Dynamics Analysis of Joint Dominated Space Deployable Truss Structures[J].Journal of Harbin Institute Of Technology(New Series),2013,20(1):68-74.DOI:10.11916/j.issn.1005-9113.2013.01.013.
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Nonlinear Dynamics Analysis of Joint Dominated Space Deployable Truss Structures
Author NameAffiliation
Hong-Wei Guo School of Mechatronics Engineering, Harbin Institute of Technology, Harbin150001, China 
Jing Zhang School of Mechatronics Engineering, Harbin Institute of Technology, Harbin150001, China 
Rong-Qiang Liu School of Mechatronics Engineering, Harbin Institute of Technology, Harbin150001, China 
Zong-Quan Deng School of Mechatronics Engineering, Harbin Institute of Technology, Harbin150001, China 
Deng-Qing Cao School of Astronautics, Harbin Institute of Technology, Harbin150001, China 
Abstract:
Joints are necessary components in the larger space deployable truss structures which have significant effect on the dynamics behavior of these deployable joint-dominated structures. Four kinds of joints’ nonlinear force-displacement relationship are analyzed based on describing function method. The dynamic responses of one-DOF jointed system under different exciting force levels are investigated to understand the influence of joint nonlinearity on dynamic responses. The influences of joint characterizing parameters on joint nonlinearities are analyzed. Dynamic responses of the modular beam-like deployable joint-dominated truss structure are tested under different sinusoidal exciting force levels. The experimental results show obvious nonlinear behaviors contributed by joints that dynamic response shifts to lower resonance frequency and higher amplitude with the increase of exciting force. The nonlinearity of the joints in the tested structure is compared with the theoretical results and identified to meet with the hysteresis nonlinearity.
Key words:  deployable truss structure  joint  nonlinear  dynamic  experiment
DOI:10.11916/j.issn.1005-9113.2013.01.013
Clc Number:V414.1
Fund:

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