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Model Updating and Analysis of Cable-Strut Deployable Articulated Mast

机译:索杆可展开铰接式桅杆的模型更新和分析

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To analyze the mechanical characteristics of cable-strut deployable articulated mast, its finite element analysis model was established. The first-order bending and torsional vibration frequencies were obtained by modal testing of 6 modules prototype. Based on the experimental results, the finite element model was updated considering uncertain conditions, and the model frequency error is reduced from 1.7% to 0.3%. Based on the updated simulation model, the effects of different module numbers and cable pre-tension on the fundamental frequency are studied. The results indicate that the number of modules is negatively correlated with the fundamental frequency, and the effect of cable pre-tension is positively.
机译:为了分析斜拉式可伸缩铰接桅杆的力学特性,建立了其有限元分析模型。一阶弯曲和扭转振动频率是通过对6个模块原型进行模态测试获得的。根据实验结果,在不确定条件下更新了有限元模型,模型频率误差从1.7%降低到0.3%。在更新的仿真模型的基础上,研究了不同模块数量和电缆预紧力对基频的影响。结果表明,模块数量与基频呈负相关,电缆预紧力的影响呈正相关。

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