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Free vibration of variable thickness FGM beam submerged in fluid

机译:在流体中浸没的可变厚度FGM梁的自由振动

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This paper studies the free vibration of the variable thickness beam made of functionally graded materials (FGMs) which is submerged in fluid. It is assumed that material properties follow the power law distribution along the thickness direction. In this fluid-structure interaction problem, the added mass method is introduced to express the effect of the hydrodynamic loading on FGM beams. Based on the Timoshenko beam theory, the governing equations and boundary conditions are derived by using Hamilton's principle. The differential quadrature (DQ) method is employed to discretize the governing equations and boundary conditions, which are then calculated to determine the natural frequencies and mode shapes by using a direct iterative method. Numerical results are conducted to discuss the influences of the fluid density, non-uniform parameter of thickness, different types of thickness variation, gradient index and slenderness ratio on the vibration characteristic of FGM beams.
机译:本文研究了由功能渐变的材料(FGM)制成的可变厚度梁的自由振动,其浸没在流体中。假设材料特性沿厚度方向遵循电力法分布。在这种流体结构相互作用问题中,引入了添加的质量方法以表达流体动力负载对FGM梁的影响。基于Timoshenko光束理论,通过使用汉密尔顿原则来源的控制方程和边界条件。采用差分正交(DQ)方法来离散化管理方程和边界条件,然后计算通过使用直接迭代方法来确定自然频率和模式形状。进行数值结果以讨论流体密度,厚度的不均匀参数,不同类型的厚度变化,梯度指数和细长比对FGM梁的振动特性的影响。

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