可展索-桁架结构的有限元分析

针对完全打开状态下的可展索-桁架结构,借助Fortran程序语言编制的有限元程序,进行线弹性分析。将可展结构的特有单元——剪式单元作为一个宏单元来考虑,推导了宏单元的刚度矩阵,并用于可展结构线弹性响应的数值分析,减少了总体自由度,提高了算法效率。通过与ANSYS对比分析,证明这种途径得到的内力及变形具有较高的精确度。动态模拟可展结构的展开过程,计算效率是关键问题,采用该宏单元无疑将提高模拟展开的计算效率。

Finite Element Analysis of Deplopable Cable-truss Structures

By means of Fortran language,finite element programs to deal with the linear elastic analysis of deployable cable-truss structures in the fully deployable configuration is presented.The unique class unit which makes up the deployable structures,'scissor-like element',is treated as a macro element.Formulation for duplet stiffness is derived.And the linear elastic response is investigated numerically using this formulation.Owing to the introduction of a novel type of macro element,the number of degrees of freedom is reduced,and the solution efficiency is increased.The accuracy of deformation obtained via this analysis is quite high,which has been verified by carrying out a number of comparative analyses with ANSYS.The calculate efficiency is the key question in the dynamic simulation of deploy process of the deployable structures.The adoption of the macro element will increase the calculate efficiency of the deployable simulation.