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首页> 外文期刊>International journal of non-linear mechanics >Nonlinear dynamics of a cantilevered beam with a tip mass and elastic-damping support
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Nonlinear dynamics of a cantilevered beam with a tip mass and elastic-damping support

机译:具有尖端块和弹性阻尼支撑件的悬臂梁的非线性动力学

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摘要

The nonlinear dynamics of a tip excited cantilevered beam with an end-mass attached to elastic-damping support is considered in this paper. This prototypical system is examined using a minimal two degree of freedom (DOF) model and its bifurcation characteristics, computed by AUTO software, is compared with the analytical solutions and that of the full system using mull-body dynamic simulation. The spring-damper support at tip introduces the length dependent geometric nonlinearities in the structure. Consequently, the two-to-one internal resonance between the first lateral mode and the first vertical mode is imposed. When the excitation frequency is in the vicinity of the first vertical natural frequency (or twice the first lateral natural frequency), lateral response loses its stability after a certain force threshold. It is found (a) the minimal model is adequate to understand the first bifurcation (pitchfork) and the subsequent Hopf bifurcation and (b) the threshold force can be tuned by changing the initial length of the support elements.
机译:本文考虑了具有附着在弹性阻尼支撑件上的端块的尖端激发悬臂梁的非线性动力学。使用Minimal的自由度(DOF)模型来检查该原型系统,并通过自动软件计算的分叉特性与使用Mull-Body动态模拟的分析解决方案和完整系统的分析解决方案进行比较。尖端的弹簧阻尼支撑件在结构中引入了长度相关的几何非线性。因此,施加第一横向模式和第一垂直模式之间的双对内部谐振。当激发频率位于第一垂直固有频率(或第一横向自然频率的两倍)附近时,横向响应在一定的力阈值之后失去其稳定性。发现(a)最小模型足以理解第一分叉(干草叉)和随后的跳蚤分叉和(b)可以通过改变支撑元件的初始长度来调谐阈值力。

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