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首页> 外文期刊>Applied Mathematical Modelling >Study of non-linear dynamic behavior of open cracked functionally graded Timoshenko beam under forced excitation using harmonic balance method in conjunction with an iterative technique
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Study of non-linear dynamic behavior of open cracked functionally graded Timoshenko beam under forced excitation using harmonic balance method in conjunction with an iterative technique

机译:谐波平衡法结合迭代技术研究开裂功能梯度Timoshenko梁在强迫激励下的非线性动力特性

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The nonlinear modeling and subsequent dynamic analysis of cracked Timoshenko beams with functionally graded material (FGM) properties is investigated for the first time using harmonic balance method followed by an iterative technique. Crack is assumed to be open throughout. During modeling, nonlinear strain–displacement relation is considered. Rotational spring model is adopted in order to model the open cracks. Energy formulations are established using Timoshenko beam theory. Nonlinear governing differential equations of motion are derived using Lagrange's equation. In order to incorporate the influence of higher order harmonics, harmonic balance method is employed. This reduces the governing differential equations into nonlinear set of algebraic equations. These equations are solved using two different iterative techniques. Methodology is computationally easier and efficient as well. This is observed that although assumption of simple harmonic motion (SHM) simplifies the problem, it yields to erroneous results at higher amplitude of motion. However, accuracy of the solution is improved considerably when the contribution of higher order harmonic terms are considered in the analysis. Results are compared with the available results, which confirm the validity of the methodology. Subsequent to that a parametric study on influence of forcing term, material indices and crack parameters on large amplitude vibration of Timoshenko beams is performed for two different boundary conditions.
机译:首次使用谐波平衡法,然后采用迭代技术,对具有功能梯度材料(FGM)特性的裂裂Timoshenko梁的非线性建模和后续动力分析进行了研究。假定裂纹始终是开放的。在建模过程中,考虑了非线性应变-位移关系。采用旋转弹簧模型来模拟开裂。使用季莫申科束理论建立能量公式。使用拉格朗日方程推导非线性控制运动微分方程。为了吸收高次谐波的影响,采用了谐波平衡法。这将控制微分方程简化为非线性代数方程组。这些方程使用两种不同的迭代技术求解。方法论在计算上也更加容易和有效。可以观察到,尽管简单谐波运动(SHM)的假设简化了该问题,但在更高的运动幅度下会产生错误的结果。但是,当在分析中考虑高次谐波项的贡献时,解决方案的精度会大大提高。将结果与可用结果进行比较,这证实了该方法的有效性。随后,在两个不同的边界条件下,对受力项,材料指标和裂纹参数对Timoshenko梁的大振幅振动的影响进行了参数研究。

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