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Form-Finding of Large Deployable Mesh Reflectors with Elastic Deformations of Supporting Structures

机译:具有支撑结构弹性变形的大型可展开网状反射镜的找形

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Large Deployable Mesh Reflectors (DMRs) are widely used in development of space antennas for signal transmission purposes. In design of a DMR, high surface accuracy is required to meet operating frequency requirements and it depends on the positions of the nodes of the front cable net that form a reflecting surface. Therefore, maintaining cable net nodes in desired positions is essentially important to high surface accuracy and high performance of a DMR. In traditional form-finding for a DMR, the elastic deformation of the supporting structure, which has significant influence on the nodal positions of the front cable net, is often neglected. This ignorance of the deformation of the supporting structure does not warrant the desired surface accuracy of the DMR. In this paper, to address the above-mentioned issue, a new form-finding method is proposed, which considers the elastic deformation of the supporting structure in a DMR design. In the proposed method, a combined structure model that consists of two cable nets and a supporting structure is developed and the equilibrium equations at all the nodes are established. With the combined model and equilibrium equations, the nodal positions and the lengths of all the elements of the DMR are simultaneously determined. Different from traditional methods, the new form-finding method treats the boundary nodes of the cable nets as movable ones due to the elastic deformation of the supporting structure. As such, deviations in the nodal positions caused by the deformation of the supporting structure can be eliminated, assuring high surface accuracy in a DMR design process. The proposed method is applicable for both center-feed and offset-feed DMRs with symmetric and asymmetric rear cable nets.
机译:大型可展开网状反射器(DMR)被广泛用于空间天线的开发,用于信号传输。在DMR的设计中,需要高表面精度才能满足工作频率要求,并且它取决于形成反射表面的前电缆网节点的位置。因此,将电缆网节点保持在所需位置对于DMR的高表面精度和高性能至关重要。在用于DMR的传统找形中,经常忽略对前电缆网的节点位置有重要影响的支撑结构的弹性变形。对支撑结构变形的这种无知并不能保证DMR所要求的表面精度。针对上述问题,本文提出了一种新的找形方法,该方法考虑了DMR设计中支撑结构的弹性变形。该方法建立了由两个电缆网和一个支撑结构组成的组合结构模型,并建立了所有节点的平衡方程。利用组合的模型和平衡方程,可以同时确定DMR的所有元素的节点位置和长度。与传统方法不同,由于支撑结构的弹性变形,新的找形方法将电缆网的边界节点视为可移动的边界节点。这样,可以消除由支撑结构的变形引起的节点位置的偏差,从而确保了DMR设计过程中的高表面精度。所提出的方法适用于带有对称和非对称后部电缆网的中心馈送和偏移馈送DMR。

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