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DYNAMIC STABILITY OF FRAMES UNDER PRESTRESS

机译:框架在预应力下的动态稳定性

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It was demonstrated that a tensile force in a member increases its flexural stiffness and hence the frequency of vibration. In contrast, a compressive force was found to have the opposite effect. The numerical experiments performed using the scheme developed in this study demonstrated that an increase in the flutter speed is achievable through the proper location, magnitude and type of prestress forces induced within the wing structure. The strain energy and modal energy objective functions used in the experiments demonstrated an increase of the flutter speed by 16% and 26%, depending upon the objective function used, prior to the onset of divergence. Realistically achievable prestress forces were realized for these increases. The concept of stiffness modification by inducing an optimal distribution of prestress can be effectively used to achieve the desired dynamic characteristics in a structure. Such modification can be done either by passive or active means.
机译:已证明,构件中的张力会增加其弯曲刚度,从而增加振动的频率。相反,发现压缩力具有相反的作用。使用这项研究中开发的方案进行的数值实验表明,通过在机翼结构内产生适当的位置,大小和类型的预应力,可以提高颤振速度。实验中使用的应变能和模态能量目标函数表明,在发散之前,取决于所使用的目标函数,颤振速度分别提高了16%和26%。对于这些增加,实现了可以实际实现的预应力。通过诱导预应力的最佳分布来改变刚度的概念可以有效地用于实现结构中所需的动态特性。这种修改可以通过被动或主动方式来完成。

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