期刊文献+

Dynamic analysis and nonlinear identification of space deployable structure 被引量:1

Dynamic analysis and nonlinear identification of space deployable structure
在线阅读 下载PDF
导出
摘要 The dynamic equivalent continuum modeling method of the mast which is based on energy equivalency principle was investigated. And three kinds of mast dynamic model were established, which were equivalent continuum model, finite element model and simulation model, respectively. The mast frequencies and mode shapes were calculated by these models and compared with each other. The error between the equivalent continuum model and the finite element model is less than 5% when the mast length is longer. Dynamic responses of the mast with different lengths are tested, the mode frequencies and mode shapes are compared with finite element model. The mode shapes match well with each other, while the frequencies tested by experiments are lower than the results of the finite element model, which reflects the joints lower the mast stiffness. The nonlinear dynamic characteristics are presented in the dynamic responses of the mast under different excitation force levels. The joint nonlinearities in the deployable mast are identified as nonlinear hysteresis contributed by the coulomb friction which soften the mast stiffness and lower the mast frequencies. The dynamic equivalent continuum modeling method of the mast which is based on energy equivalency principle was investigated. And three kinds of mast dynamic model were established, which were equivalent continuum model, finite element model and simulation model, respectively. The mast frequencies and mode shapes were calculated by these models and compared with each other. The error between the equivalent continuum model and the finite element model is less than 5% when the mast length is longer. Dynamic responses of the mast with different lengths are tested, the mode frequencies and mode shapes are compared with finite element model. The mode shapes match well with each other, while the frequencies tested by experiments are lower than the results of the finite element model, which reflects the joints lower the mast stiffness. The nonlinear dynamic characteristics are presented in the dynamic responses of the mast under different excitation force levels. The joint nonlinearities in the deployable mast are identified as nonlinear hysteresis contributed by the coulomb friction which soften the mast stiffness and lower the mast frequencies.
出处 《Journal of Central South University》 SCIE EI CAS 2013年第5期1204-1213,共10页 中南大学学报(英文版)
基金 Projects(50935002, 11002039) supported by the National Natural Science Foundation of China Project(HIT.KLOF.2009062) supported by Key Laboratory Opening Funding of Aerospace Mechanism and Control Technology,China support by "111 Project" (Grant No.B07018)
关键词 deployable structure finite element model equivalent continuum model NONLINEAR dynamic analysis 非线性辨识 空间结构 部署 有限元模型 非线性动力学特性 等效原理 动态模型 连续模型
  • 相关文献

参考文献16

  • 1MORTEROLLE S, MAURIN B, QUIRANT J, DUPUY C. Numerical form-finding of geotensoid tension truss for mesh reflector [J].ActaAstronautica 2012, 76: 154-163.
  • 2MEGURO A, SHINTATE K, TSUJIHATA A. In-orbit deployment characteristics of large deployable antenna reflector onboard engineering test satellite VIII [J]. Acta Astronautica, 2009, 65(9/10): 1306-1316.
  • 3CLAMPIN M. The James Web space telescope (JWST) [J]. Advances in Space Research, 2008, 41(12): 1983- 1991.
  • 4NOOR A K. Continuum modeling for repetitive lattice structures [J]. Applied Mechanics Reviews, 1988, 41(7): 285-297.
  • 5LEE U, LEE J. Dynamic continuum modeling of truss-type space structures using spectral elements [J]. Journal of Spacecraft and Rockets, 1996, 33(3): 404-409.
  • 6BURAGARDT B, CARTRAUD P. Continuum modeling ofbeamlike lattice trusses using averaging methods [J]. Computers & Structures, 1999, 73(1/5): 267-279.
  • 7SHIN Y S, LEE 1. Investigation of equivalent system modeling and dynamic characteristics using reduced models [J]. AIAA Journal, 2000, 38(1): 102-109.
  • 8STEPHEN N G, GHOSH S. Eigenanalysis and continuum modelling of a curved repetitive beam-like structure [J]. International Journal of Mechanical Sciences, 2005, 47(12): 1854-1873.
  • 9SALEHIANA A, INMAN D J. Dynamic analysis of a lattice structure by homogenization: Experimental validation [J]. Journal of Sound and Vibration, 2008, 316(1/5): 180-197.
  • 10MOROZOV E V, LOPATIN A V, NESTEROV V A. Buckling analysis and design of anisogrid composite lattice conical shells [J]. Composite Structures, 2011, 93(12): 3l50-3162.

同被引文献5

引证文献1

二级引证文献10

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部