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Geometric nonlinear free vibration of axially functionally graded non-uniform beams supported on elastic foundation

机译:弹性地基上轴向功能梯度非均匀梁的几何非线性自由振动

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In the present study non-linear free vibration analysis is performed on a tapered Axially Functionally Graded (AFG) beam resting on an elastic foundation with different boundary conditions. Firstly the static problem is carried out through an iterative scheme using a relaxation parameter and later on the subsequent dynamic problem is solved as a standard eigen value problem. Minimum potential energy principle is used for the formulation of the static problem whereas for the dynamic problem Hamilton’s principle is utilized. The free vibrational frequencies are tabulated for different taper profile, taper parameter and foundation stiffness. The dynamic behaviour of the system is presented in the form of backbone curves in dimensionless frequency-amplitude plane.
机译:在本研究中,非线性自由振动分析是在具有不同边界条件的弹性地基上的锥形轴向功能梯度(AFG)梁上进行的。首先,通过使用松弛参数的迭代方案执行静态问题,然后将后续的动态问题作为标准特征值问题进行求解。最小势能原理用于表示静态问题,而动态问题采用汉密尔顿原理。表中列出了不同锥度分布,锥度参数和基础刚度的自由振动频率。系统的动态行为以无量纲频率-振幅平面中的主干曲线的形式表示。

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