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Free Vibration Analysis the Cracked FGM Beam under Bending-Torsion Loading, Using GDQ Method

机译:用GDQ方法分析弯曲扭转载荷作用下断裂的FGM梁的自由振动

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This paper presents a theoretical investigation of free vibration analysis of a functionally graded beam (FGM) under the bending-torsion loading using a classical elasticity theory.The FG beam is assumed to have an open edge crack.It is assumed that the material properties of the simply-supported cracked beam,vary along the beam thickness following a polynomial distribution in the thickness direction.This analysis is based on the linear fracture mechanics.First of all,goveming equations and boundary conditions of the FG beam are derived using Hamilton's principle.The governing equations are solved using generalized differential quadrature (GDQ) method.By applying GDQ method,the governing differential equations convert to a linear system of algebraic equations.Then solving the eigenvalue problem,natural frequencies of the FG beam can be found.The results indicate that natural frequencies in the presence of a crack are affected by the crack ratio and location.
机译:本文运用经典弹性理论对功能梯度梁(FGM)在弯曲扭转载荷下的自由振动分析进行了理论研究,假定FG梁具有开边裂纹,并假设材料的材料特性简支裂纹梁在厚度方向上遵循多项式分布,沿梁的厚度变化。本文的分析基于线性断裂力学。首先,利用汉密尔顿原理推导了FG梁的受力方程和边界条件。用广义微分正交(GDQ)方法求解控制方程,通过应用GDQ方法,将控制微分方程转换为代数方程的线性系统,然后求解特征值问题,可以求出FG梁的固有频率。表示存在裂纹的固有频率受裂纹比率和位置的影响。

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