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Vibration modal experiments and modal interactions of a large space deployable antenna with carbon fiber material and ring-truss structure

机译:碳纤维材料和环形桁架结构的大空间可展开天线的振动模态实验和模态相互作用

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This paper investigates the vibration modal experiments and the modal interactions for a large space deployable antenna with the ring-truss structure. The reduced scale model of the large deployable ring-truss antenna is firstly introduced briefly. The reduced experimental scale model of the ring-truss structure is designed and is manufactured. The experimental measurements of the vibration modals are carried out for reduced scale model of the ring-truss structure. The natural frequencies and the corresponding modal shapes are obtained for the reduced scale model of the ring-truss structure. The forced vibration experiments of the reduced scale model are also finished for the ring-truss structure. The displacements of the joint point under different excitation frequencies are obtained and are analyzed. A finite element (FE) analysis is finished for the reduced scale model of the ring-truss structure through applying Nastran. The results of the finite element method (FEM) verify the dynamic behaviors of the experimental model. The modal results of the vibration experiments are compared with those of the theoretical analysis and are indicated to be at a good agreement. The phenomena of the energy transfer are observed from the low frequency modal vibration to the high frequency modal vibration in the forced vibration experiments. We also find these phenomena in the process of studying the theoretical model for the ring truss antenna. It is demonstrated that there exist the phenomena of the energy transfer from the low frequency mode vibration to the high frequency mode vibration for the ring truss antenna when the excitation frequency is consistent with the lower order frequency of the vibration.
机译:本文研究了具有环形桁架结构的大空间可展开天线的振动模态实验和模态相互作用。首先简要介绍了大型可展开环形桁架天线的缩小比例模型。设计并制造了环形桁架结构的缩小实验规模模型。对于环形桁架结构的缩小比例模型,进行了振动模态的实验测量。对于环形桁架结构的缩小比例模型,可以获得固有频率和相应的模态形状。对于环形桁架结构,还完成了缩小比例模型的强制振动实验。获得并分析了不同激励频率下关节点的位移。通过应用Nastran对环形桁架结构的缩小比例模型进行了有限元(FE)分析。有限元方法(FEM)的结果验证了实验模型的动态行为。将振动实验的模态结果与理论分析的模态结果进行了比较,并表明它们具有很好的一致性。在强迫振动实验中,观察到了从低频模态振动到高频模态振动的能量转移现象。我们在研究环形桁架天线的理论模型的过程中也发现了这些现象。结果表明,当激振频率与振动的低阶频率一致时,环形桁架天线存在从低频模式振动到高频模式振动的能量传递现象。

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