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Stability of axially accelerating viscoelastic Timoshenko beams: Recognition of longitudinally varying tensions

机译:轴向加速粘弹性Timoshenko梁的稳定性:纵向变化张力的识别

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摘要

Stability of axially accelerating viscoelastic Timoshenko beams is treated. The effects of longitudinally varying tensions due to the axial acceleration are focused in this paper, while the tension was approximatively assumed to be longitudinally uniform in previous works. The dependence of the tension on the finite axial support rigidity is also modeled. The governing equations and the accurate boundary conditions for coupled planar motion of the Timoshenko beam are established based on the generalized Hamilton principle and the Kelvin viscoelastic constitutive relation. The boundary conditions were approximate in previous studies. The method of multiple scales is employed to investigate stability in parametric vibration. The stability boundaries are derived from the solvability conditions and the Routh-Hurwitz criterion for principal and summation parametric resonances. Some numerical examples are presented to demonstrate the effects of the tension variation, the viscosity, the mean axial speed, the shear deformation coefficient, the rotary inertia coefficient, the stiffness parameter, and the pulley support parameter on the stability boundaries.
机译:处理了轴向加速粘弹性的Timoshenko梁的稳定性。本文重点讨论了由于轴向加速度引起的纵向变化张力的影响,而在先前的工作中,假定张力近似为纵向均匀的。还对张力对有限的轴向支撑刚度的依赖性进行了建模。基于广义汉密尔顿原理和开尔文粘弹性本构关系,建立了蒂莫申科梁耦合平面运动的控制方程和精确边界条件。在以前的研究中,边界条件是近似的。采用多尺度方法研究参数振动的稳定性。稳定性边界是从可溶性条件和用于主参和求和参数共振的Routh-Hurwitz准则得出的。给出了一些数值算例,以说明张力变化,粘度,平均轴向速度,剪切变形系数,旋转惯性系数,刚度参数和滑轮支撑参数对稳定性边界的影响。

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