Analysis on dynamic response of truss structure for deployable truss antenna

D. Tian, Z. Deng, Rongqiang Liu, Hongwei Guo
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引用次数: 6

Abstract

Analysis on dynamic response is one of the important parts of structure analysis for space deployable antenna. To study the dynamic response characteristics of truss structure for deployable truss antenna, according to the structure characteristics of truss structure, the finite element model is built by using ANSYS software. And the harmonic response analysis and transient dynamic analysis are carried out by full method and reduced method respectively, then many response curves of observation nodes are obtained. The results show that the amplitude becomes larger when the frequency of external load is close to or up to the natural frequency of structure, and when the structure hasn't other external damping the amplitude attenuation is relatively slow under impact load. So the damping can be improved by choosing the proper materials and designing the reasonable structure. The results can provide the important reference data to the vibration research of truss structure and theoretical basis of structural optimization design.
可展开桁架天线桁架结构动力响应分析
动态响应分析是空间可展开天线结构分析的重要内容之一。为研究可展开桁架天线桁架结构的动力响应特性,根据桁架结构的结构特点,利用ANSYS软件建立了桁架结构的有限元模型。分别采用全法和约简法进行了谐波响应分析和暂态动力分析,得到了多个观测节点的响应曲线。结果表明:当外载荷频率接近或接近结构固有频率时,冲击载荷作用下的幅值衰减较大;当结构没有其他外阻尼时,冲击载荷作用下的幅值衰减相对缓慢;因此,通过选择合适的材料和设计合理的结构,可以提高阻尼性能。研究结果可为桁架结构的振动研究和结构优化设计提供重要的参考数据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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