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Optimal design and analysis of deployable antenna truss structure based on dynamic characteristics restraints

机译:基于动态特征束缚的可展开天线桁架结构的最优设计与分析

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A new deployable truss structure for large caliber antennas was presented in this work. The deploying process of the deployable structure was studied using the Moore-Penrose generalized inverse matrix method, from which each deploying state of the deployable truss was obtained through numerical simulations. By the geometrical models output by the self-programmed procedure, dynamic characteristics of the deployable structure were investigated in the deploying process. Based on the sensitivity analysis of the eigenvalues of free vibrations, dynamic characteristics and optimal design and analysis of the deployable antenna truss structure were also carried out. As a case, a deployable pantograph was studied using sequential quadratic programming (SQP) optimization method. Finally, to obtain the minimum weight, the deployable structure was analyzed repeatedly and optimized until the dynamic constraints were satisfied. The analytical results illustrate that to obtain the maximal stiffness based on the optimal weight, the thickness of the cube-shaped cross sections tends to be the minimum, whereas the diameter to be the maximum. The methodology proposed in this paper provides an efficient way to achieve optimal design for other kinds of structures. (C) 2020 Elsevier Masson SAS. All rights reserved.
机译:在这项工作中提出了一个用于大口径天线的新部署桁架结构。使用Moore-PenRose广义逆矩阵方法研究了可部署结构的部署过程,通过数值模拟获得可展开桁架的每个部署状态。通过通过自编程过程输出的几何模型,在部署过程中研究了可部署结构的动态特性。基于对自由振动特征值的敏感性分析,还进行了可展开的天线结构的动态特性和优化设计和分析。如同情况下,使用顺序二次编程(SQP)优化方法研究了可展开的受限仪。最后,为了获得最小重量,重复分析可展开的结构,并优化直到满足动态约束。分析结果说明,基于最佳重量获得最大刚度,立方形横截面的厚度趋于最小,而直径是最大的。本文提出的方法提供了一种实现其他种类结构的最佳设计的有效方法。 (c)2020 Elsevier Masson SAS。版权所有。

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