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Quasi-static Deployment Simulation for Deployable Space Truss Structures
作者姓名:陈务军  付功义  何艳丽  董石麟
作者单位:Space Structures Research Center,Shanghai Jiaotong Univ.,Space Structures Research Center,Shanghai Jiaotong Univ.,Space Structures Research Center,Shanghai Jiaotong Univ.,Space Structures Research Center,Shanghai Jiaotong Univ. Shanghai 200030,China,Shanghai 200030,China,Shanghai 200030,China,Shanghai 200030,China
基金项目:National Natural Science Foundation ofChina(No.10 10 2 0 10 )
摘    要:IntroductionDeployable space trusses have been used wide-ly in the past space missions,and attract increas-ingly the interests of researchers. The essentialcharacteristic is that the geometric configurationtransformation must meetthe limits of the payloadmodule during launch phase and primary require-ments of space mission in orbit.This poses a greatchallenge to numerical simulation.   In this paper,Cartesian coordinates of the ide-alized truss nodes are assumed as variables,a newmethod is …

关 键 词:几何约束方程  准静态展开模拟  空间展开桁架结构  边界约束  结构力学

Quasi-static Deployment Simulation for Deployable Space Truss Structures
CHEN Wu-jun ,FU Gong-yi,HE Yan-li,DONG Shi-lin.Quasi-static Deployment Simulation for Deployable Space Truss Structures[J].Journal of Shanghai Jiaotong university,2004,9(1):26-30.
Authors:CHEN Wu-jun  FU Gong-yi  HE Yan-li  DONG Shi-lin
Institution:Space Structures Research Center,Shanghai Jiaotong Univ.,Shanghai 200030,China
Abstract:A new method was proposed for quasi-static deployment analysis of deployable space truss structures. The structure is assumed a rigid assembly, whose constraints are classified as three categories:rigid member constraint, joint-attached kinematic constraint and boundary constraint. And their geometric constraint equations and derivative matrices are formulated. The basis of the null space and M-P inverse of the geometric constraint matrix are employed to determine the solution for quasi-static deployment analysis. The influence introduced by higher terms of constraints is evaluated subsequently. The numerical tests show that the new method is efficient.
Keywords:deployable space truss  quasi-static deployment simulation  geometric constraint equation
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