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Dynamic stability of linear parametrically excited twisted Timoshenko beams under periodic axial loads

机译:周期性轴向载荷下线性参数激励的Timoshenko扭转梁的动力稳定性

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摘要

In this paper, the parametric instability of twisted Timoshenko beams with various end conditions and under an axial pulsating force is studied. The equations of motion in the twisted frame are derived using a finite element method. Based on Bolotin's method, a set of second-order ordinary differential equations with periodic coefficients of Mathieu-Hill type is formed to determine the instability regions for twisted Timoshenko beams. A dynamic instability index is defined and used as an instability measure to study the influence of various parameters. The effects of beam length, inertia ratio, pre-twist angle, dynamic component of axial force and restraint condition on the instability regions and dynamic instability index of the twisted beam are investigated and discussed.
机译:本文研究了在不同的端部条件下,在轴向脉动力作用下扭曲的季莫申科梁的参数不稳定性。扭转框架中的运动方程是使用有限元方法导出的。基于Bolotin方法,形成了一组具有Mathieu-Hill型周期系数的二阶常微分方程,用于确定扭曲的Timoshenko梁的不稳定性区域。定义了动态不稳定性指标,并将其用作研究各种参数影响的不稳定性度量。研究并讨论了梁的长度,惯性比,预扭转角,轴向力的动态分量和约束条件对扭转梁不稳定性区域和动态不稳定性指标的影响。

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