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An Analytical Study on Thermally Induced Vibration Analysis of FG beams using different HSDTs

机译:不同HSDTS热诱导FG梁振动分析的分析研究

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Thermo-mechanical vibrations of functionally graded (FG) beams are developed. Governing equations of functionally graded beams are obtained based on higher-order variation of transverse shear strain through the depth of the beam. The material properties of the functionally graded beam are assumed to vary according to power law distribution of the volume fraction of the constituents. Equations of motion and boundary condition are derived from Hamilton's principle. Beam is assumed under uniform thermal loading and simply supported boundary condition. Analytical solution is presented, and the obtained results are compared with the existing solutions to verify the validity of the developed theories. Numerical computations are performed for a functionally graded simply supported beam with a gradient index obeying power law and the results are displayed graphically and tabular to show the effects of the gradient index, temperature rise, and geometrical parameters on the fundamental natural frequency of FG beams, indicating that natural frequency is sensitive to the gradient variation of material properties, geometrical parameters, shear deformations and temperature rise.
机译:功能梯度(FG)梁的热机械振动发展。管理功能梯度梁的方程获得基于通过光束的深度横向的剪切应变的高阶的变化。功能梯度梁的材料特性被假定根据组分的体积分数的幂律分布而变化。运动和边界条件的方程是从汉密尔顿的原则的。梁假设下均匀的热负荷和简支边界条件。解析解提出,得到的结果进行了比较与现有的解决方案,以验证开发理论的有效性。数值计算被用于与梯度折射率服从幂律功能梯度简支梁执行,并且结果以图形方式显示和表格上显示的基本固有频率的梯度指数,温度上升,和几何参数的影响的FG梁,表示固有频率是材料性质,几何参数,剪切变形和温度升高的梯度变化敏感。

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