A unified dynamic analysis method for kilometre-scale ultra large spacecraft based on dynamic stiffness method

被引:2
作者
Han, Fei [1 ]
Zhong, Nianfeng [1 ]
Deng, Zichen [1 ]
机构
[1] Northwestern Polytech Univ, Sch Mech, Civil Engn & Architecture, Xian 710129, Peoples R China
关键词
Ultra-kilometre spacecraft; Dynamic stiffness method; Large geometric deformation; Equivalent linearization technique; Dynamic characteristic; FREE-VIBRATION; BEAM; ATTITUDE; POWER; SUN; DEFLECTIONS; BEHAVIOR;
D O I
10.1016/j.jsv.2023.117874
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Ultra-kilometre and super-flexible spacecraft are the important development trends in the future. Classical multi-body dynamics and structural dynamics analysis theory have some limitations in dynamic modelling and solution of large deformation structures. In this paper, an improved dynamic stiffness method (DSM) is proposed to deal with the dynamical modelling and solution of ultra-kilometre spacecraft. The method retains the high accuracy and efficiency of the original DSM in dealing with continuous dynamical systems and breaks through the limitations of the original method in dealing with large deformation structures by introducing equivalent linearization techniques. Results show that the modal frequencies and mode shapes in this paper agree well with finite element solutions, and the maximum deviation is less than 1%; Besides, with the increase of spacecraft length, the structure has entered the nonlinear stage from the linear stage, the fundamental frequency of the structure will be lower than 0.001Hz, and the influence of structure length, density, and the mass of additional cabins on natural frequencies is less significant than that in linear stage. The proposed dynamic analysis framework can be further employed in the dynamic response and vibration control problems of super large spacecraft.
引用
收藏
页数:15
相关论文
共 36 条
[1]   OBSERVATIONS ON DYNAMIC BEHAVIOR OF LARGE FLEXIBLE BODIES IN ORBIT [J].
ASHLEY, H .
AIAA JOURNAL, 1967, 5 (03) :460-&
[2]   Free vibration of rotating tapered beams using the dynamic stiffness method [J].
Banerjee, J. R. ;
Su, H. ;
Jackson, D. R. .
JOURNAL OF SOUND AND VIBRATION, 2006, 298 (4-5) :1034-1054
[3]   Free vibration of functionally graded beams and frameworks using the dynamic stiffness method [J].
Banerjee, J. R. ;
Ananthapuvirajah, A. .
JOURNAL OF SOUND AND VIBRATION, 2018, 422 :34-47
[4]   Large and small deflections of a cantilever beam [J].
Beléndez, T ;
Neipp, C ;
Beléndez, A .
EUROPEAN JOURNAL OF PHYSICS, 2002, 23 (03) :371-379
[5]   Active control of a flexible hub-beam system using optimal tracking control method [J].
Cai, Guo-Ping ;
Lim, C. W. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2006, 48 (10) :1150-1162
[6]   An integral approach for large deflection cantilever beams [J].
Chen, Li .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2010, 45 (03) :301-305
[7]   Distributed attitude tracking for multiple flexible spacecraft described by partial differential equations [J].
Chen, Ti ;
Wen, Hao ;
Wei, Zhengtao .
ACTA ASTRONAUTICA, 2019, 159 :637-645
[8]  
Chobotov V, 1963, J APPL MECH, V30, P547, DOI [10.1115/1.3636616, DOI 10.1115/1.3636616]
[9]   A new technique for large deflection analysis of non-prismatic cantilever beams [J].
Dado, M ;
Al-Sadder, S .
MECHANICS RESEARCH COMMUNICATIONS, 2005, 32 (06) :692-703
[10]  
DASILVA MRM, 1993, INT J SOLIDS STRUCT, V30, P2287