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首页> 外文期刊>Composite structures >Nonlinear and chaotic vibrations of FG double curved sandwich shallow shells resting on visco-elastic nonlinear Hetenyi foundation under combined resonances
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Nonlinear and chaotic vibrations of FG double curved sandwich shallow shells resting on visco-elastic nonlinear Hetenyi foundation under combined resonances

机译:FG双曲面夹层浅壳在粘弹性非线性Hetenyi地基上的非线性和混沌振动

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摘要

In this study, the nonlinear and chaotic instability of functionally graded (FG) double curved shallow sandwich shells resting on a viscoelastic Hetenyi foundation, under simultaneous effect of in-plane and transverse excitations is studied. Employing the third-order Reddy theory and von-Karman relations and the Hamilton principle, the partial differential equations of motion under movable SS boundary conditions are derived. Introducing the trigonometric Airy stress function and applying the Galerkin's method, the equations are reduced to a set of nonlinear ODEs with time. Then, under forcing resonance conditions and using the perturbation method, the modulation equations at the stationary conditions are derived and solved numerically. Then stability of nontrivial solutions for the resonance amplitude corresponding to the presence of limit cycle oscillation is investigated. Then by extracting the characteristic resonance amplitude curves, the effect of various parameters, including: frequency detuning parameter, in-plane excitation amplitude, linear, shear and nonlinear stiffness and damping parameters of the foundation on nonlinear response are analyzed. Finally, by extracting two degrees of freedom system time response, bifurcation and chaotic characteristic curves of the problem, the conditions for occurrence the periodic, double periodic, multi-periodic and chaotic behaviors under the simultaneous effect of parametric and internal resonances are studied comprehensively.
机译:本研究研究了黏弹性Hetenyi地基上的功能梯度(FG)双曲面浅层夹层壳在面内和横向激励作用下的非线性和混沌失稳性.利用三阶Reddy理论、von-Karman关系和Hamilton原理,推导了可移动SS边界条件下的运动偏微分方程.引入三角艾里应力函数并应用Galerkin方法,将方程简化为一组随时间变化的非线性常微分方程。然后,在强迫谐振条件下,采用微扰方法,推导了稳态条件下的调制方程,并进行了数值求解。然后,研究了与极限周期振荡存在相对应的谐振幅度的非平凡解的稳定性。然后,通过提取特征共振幅值曲线,分析了地基的频率失谐参数、面内激励幅值、线性、剪切、非线性刚度、阻尼参数等各种参数对非线性响应的影响。最后,通过提取问题的双自由度系统时间响应曲线、分岔曲线和混沌特征曲线,综合研究了参数和内共振同时作用下周期性、双周期性、多周期性和混沌行为的发生条件。

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