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Nonlinear Dynamics Analysis of Joint Dominated Space Deployable Truss Structures

Nonlinear Dynamics Analysis of Joint Dominated Space Deployable Truss Structures
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摘要 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. 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.
出处 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2013年第1期68-74,共7页 哈尔滨工业大学学报(英文版)
基金 Sponsored by the National Natural Science Foundation of China(Grant No.50935002 and 11002039) Key Laboratory Opening Funding of Aerospace Mechanism and Control Technology(Grant No.HIT.KLOF.2009062) "111 Project"(Grant No.B07018)
关键词 deployable truss structure JOINT NONLINEAR DYNAMIC EXPERIMENT deployable truss structure joint nonlinear dynamic experiment
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  • 1NOOR A K.Continuum modeling for repetitive lattice structures[J].Applied Mechanics Reviews,1988,41(7):285-296. 被引量:1
  • 2BURGARDT B,CARTRAUD P.Continuum modeling of beamlike lattice trusses using averaging methods[J].Computers and Structures,1999,73:267-279. 被引量:1
  • 3STEPHEN N G,ZHANG Yue.Coupled tension-torsion vibration of repetitive beam-like structures[J].Journal of Sound and Vibration,2006,293:253-265. 被引量:1
  • 4STEPHEN N GZHANG Y.,Eigenanalysis and continuum modelling of an asymmetric beam-like repetitive,structure[J].,International,Journal,of Mechanical Scionces,2004,46:1213-1231. 被引量:1
  • 5STEPHEN N GGHOSH S.Eigenanalysis and continuum modelling of a curved repetitive beam-like structure[J].,International,Journal,of,Mechanical Sciences,2005,47:1854-1873. 被引量:1
  • 6SALEHIAN A,INMAN D J.Dynamic analysis of a lattice structure by homogenization:,Experimental validation[J].Journal of Sound and Vibration,2008,316:180-197. 被引量:1
  • 7SALEHIAN AINMAN D J.A reduced order micro-polar model of a space antenna with torsional joints[C]//The,49th,AIAA/ASME/ASCE/AH S/ASC StructuresStructural,Dynamicsand Materials Conference,April 7-10,2008,Schaumburg.IL:American Institute of Aeronautics and Astronautics,2008:,1-16. 被引量:1
  • 8MOREAU A G,CAILLERIE D.Continuum modeling of lattice structures in large displacement applications to buckling analysis[J].Computers and Structures,1998,68:181-189. 被引量:1
  • 9BROWN C G J,SARABANDI K,PIERCE L E.Validation of the shuttle radar topography mission height data[J].IEEE Transactions on Geoscience and Remote Sensing,2005,43(8):1707-1715. 被引量:1
  • 10RENTON J D.Elastic beams and frames[M].2nd ed.England:Horwood Publishing,Ltd.,International Publishers,2002. 被引量:1

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