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Finite-element dynamic analysis of a rotating shaft with or without nonlinear boundary conditions subject to a moving load

机译:带有或不带有非线性边界条件的旋转轴在运动载荷作用下的有限元动力学分析

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摘要

A C-0 continuity isoparametric finite-element formulation is presented for the dynamic analysis of a rotating or nonrotating beam with or without nonlinear boundary conditions subject to a moving load. The nonlinear end conditions arise from nonlinear rolling bearings (both the nonlinear stiffness and clearance(s) are accounted for) supporting a rotating shaft. The shaft finite-element model includes shear deformation, rotary inertia, elastic bending, and gyroscopic effect. Lagrange's equations are employed to derive system equations of motion which, in turn, are decoupled using modal analysis expressed in the normal coordinate representation. The analyses are implemented in the finite-element program 'DAMRO 1'. Dynamic deflections under the moving load of rotating and nonrotating simply supported shafts are compared with those obtained using exact solutions and other published methods and a typical coincidence is obtained. Samples of the results, in both the time and frequency domains, of a rotating shaft incorporating ball bearings are presented for different values of the bearing clearance. And the results show that systems incorporating ball bearings with tight (zero) clearance have the smallest amplitude-smoothest profile dynamic deflections. Moreover, for a system with bearing clearance, the vibration spectra of the shaft response under a moving load show modulation of the system natural frequencies by a combination of shaft rotational and bearing cage frequencies. However, for a simply supported rotating shaft, the first natural frequency in bending dominates the response spectrum. The paper presents the first finite-element formulation for the dynamic analysis of a rotating shaft with or without nonlinear boundary conditions under the action of a moving load. [References: 20]
机译:提出了一种C-0连续性等参有限元公式,用于对带有或不带有承受移动载荷的非线性边界条件的旋转或非旋转梁进行动力分析。非线性极限条件来自支撑旋转轴的非线性滚动轴承(考虑了非线性刚度和游隙)。轴的有限元模型包括剪切变形,旋转惯性,弹性弯曲和陀螺效应。拉格朗日方程用于导出运动系统方程,然后使用法向分析表示法,该方程以法向坐标表示形式解耦。分析在有限元程序“ DAMRO 1”中进行。将旋转和不旋转的简单支撑轴在移动载荷下的动态挠度与使用精确解和其他已公开方法获得的动态挠度进行比较,得出典型的重合。对于不同的轴承游隙值,给出了装有球轴承的旋转轴在时域和频域的结果样本。结果表明,结合了带有紧密(零)游隙的球轴承的系统,其振幅平滑度最小的动态变形最小。此外,对于具有轴承游隙的系统,在移动负载下轴响应的振动谱显示出轴旋转频率和轴承保持架频率的组合对系统固有频率的调制。但是,对于简单支撑的旋转轴,弯曲时的第一固有频率主导了响应谱。本文提出了在运动载荷作用下有或没有非线性边界条件的旋转轴动力学分析的第一个有限元公式。 [参考:20]

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