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Fundamental frequency of IsoTruss tubular composite structures

机译:IsoTruss管状复合结构的基本频率

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摘要

To reveal free vibration modes and fundamental frequency of one-dimensional periodic IsoTruss tubular composite structures (ITTCSs), finite element modeling method and dynamic equivalent models were developed. ITTCS has two typical vibration modes: (a) shell-like modes and (b) beam-like modes. Short ITTCS and large inclinations of helical members easily induce shell-like vibration modes, while long ITTCS and small inclinations easily induce beam-like vibration modes. For shell-like vibration, the fundamental frequency is decided by the inclination, while the length has little influence. For beam-like vibration, the fundamental frequency depends on the column length and the inclination has slight influence. Dynamic continuum beam-like model and shell-like model were developed to predict the fundamental frequency of the IsoTruss structure. The predictions are consistent with the numerical simulations, and these models can be applied in engineering to instruct the dynamic design of the IsoTruss structure.
机译:为了揭示一维周期性IsoTruss管状复合结构(ITTCS)的自由振动模式和基本频率,开发了有限元建模方法和动态等效模型。 ITTCS具有两种典型的振动模式:(a)类壳模式和(b)类梁模式。短的ITTCS和大倾斜度的螺线杆容易引起壳状的振动模式,而长的ITTCS和小倾斜度容易引起线状振动模式。对于壳状振动,基本频率由倾斜度决定,而长度几乎没有影响。对于梁状振动,基本频率取决于柱长,并且倾斜度影响很小。开发了动态连续体梁状模型和壳状模型来预测IsoTruss结构的基频。这些预测与数值模拟是一致的,并且这些模型可以在工程中应用,以指导IsoTruss结构的动态设计。

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