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Nonlinear dynamics of two-degrees-of-freedom fluid conveying elasto-visco-plastic model system

机译:两自由度流体输送弹黏塑性模型系统的非线性动力学

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摘要

The local and global nonlinear dynamics of a two-degrees-of-freedom model system conveying fluid is studied. The undeflected model consists of an inverted T formed by three rigid rods, with the tips of the two horizontal rods resting on the viscous foundation. The foundation exhibits a visco-elasto-plastic response, including the Bauschinger effect. The vertical rigid rod of an annular cross-section is subjected to a conservative (dead) force. Also, it conveys fluid having both static and pulsation components. First, the method of multiple scales is used for the analysis of the local dynamics of the system with visco-elastic response. Attention is focused on modal interaction phenomena in weak excitation at primary resonance and on hard sub-harmonic excitation. Two different asymptotic expansions are utilised to get a structural response for typical ranges of excitation parameters. Numerical integration of the governing equations is then performed to validate the results of asymptotic analysis in each case. A full global nonlinear dynamics analysis of the visco-elasto-plastic system is performed. The role of plastic deformations in the destabilisation of the system is discussed. Large-amplitude nonlinear oscillations of the visco-elasto-plastic system are studied, including the influence of material hardening and of static and periodic components of pulsating fluid. Chaotic regimes of motion with and without plastic effects are considered. The results of the analysis may be used in devices composed of a rather short tube connected to a not completely fixed foundation resting on the soil exhibiting elasto-plastic behaviour. [References: 21]
机译:研究了流体两自由度模型系统的局部和全局非线性动力学。未挠曲模型由三个刚性杆形成的倒T形组成,两个水平杆的尖端位于粘性基础上。该基础表现出粘弹塑性响应,包括鲍辛格效应。环形横截面的垂直刚性杆承受保守的(死)力。而且,它输送具有静态和脉动分量的流体。首先,采用多尺度法对具有粘弹性响应的系统局部动力学进行分析。注意力集中在初级共振时弱激励中的模态相互作用现象以及硬子谐波激发中。利用两种不同的渐近展开来获得典型参数范围的激励的结构响应。然后对控制方程进行数值积分,以验证每种情况下的渐近分析结果。进行了粘弹塑性系统的完整全局非线性动力学分析。讨论了塑性变形在系统不稳定中的作用。研究了粘弹塑性系统的大振幅非线性振荡,包括材料硬化的影响以及脉动流体的静态和周期性成分的影响。考虑具有和不具有塑性效应的混沌运动状态。分析的结果可用于由短管组成的设备,该短管连接到不完全固定的地基,该地基位于表现出弹塑性行为的土壤上。 [参考:21]

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