Dynamic analysis and nonlinear identification of space deployable structure

• Published in: Journal of Central South University Vol. 20; no. 5; pp. 1204 - 1213
• Main Authors: Guo, Hong-wei, Liu, Rong-qiang, Deng, Zong-quan
• Format: Journal Article
• Language: English
• Published: Heidelberg Central South University 01.05.2013
• Subjects: Engineering; Metallic Materials; dynamic analysis; nonlinear; finite element model; equivalent continuum model; deployable structure
• ISSN: 2095-2899; 2227-5223
• DOI: 10.1007/s11771-013-1603-y

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.