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Vibration analysis of a pre-stressed laminated composite curved beam

机译:预应力层合复合弯梁的振动分析

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摘要

In this study, natural frequency analysis of a large deflected cantilever laminated composite beam fixed at both ends, which forms the case of a pre-stressed curved beam, is investigated. The laminated beam is considered to have symmetric and asymmetric lay-ups and the effective flexural modulus of the beam is used in the analysis. In order to obtain the pre-stressed composite curved beam case, an external vertical concentrated load is applied at the free end of a cantilever laminated composite beam and then the loading point of the deflected beam is fixed. The non-linear deflection curve of the flexible beam undergoing large deflection is obtained by the Reversion Method. The curved laminated composite beam is modeled by using the Finite Element Method with a straight-beam element approach. The effects of orientation angle and vertical load on the natural frequency parameter for the first four modes are examined and the results obtained are given in graphics. It has been found that the effect of the load parameter, which forms the curved laminated beam, on the natural frequency parameter, almost disappears after a certain value of the load parameter. This certain value differs for each laminated curved beam and each vibration mode.
机译:在这项研究中,研究了固定在两端的大挠度悬臂叠层组合梁的固有频率分析,这种情况形成了预应力弯曲梁的情况。层压梁被认为具有对称和不对称的叠层,并且在分析中使用了梁的有效弯曲模量。为了获得预应力复合弯曲梁箱,在悬臂层压复合梁的自由端施加外部垂直集中载荷,然后固定偏转梁的载荷点。通过回归法获得了挠度大的挠性梁的非线性挠度曲线。通过使用有限元方法和直梁单元方法对弯曲的层合复合梁进行建模。检查了前四个模式的定向角和垂直载荷对固有频率参数的影响,并在图形中给出了获得的结果。已经发现,形成弯曲叠层梁的载荷参数对固有频率参数的影响在一定的载荷参数值之后几乎消失了。对于每个层压弯曲梁和每个振动模式,该特定值都不同。

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