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Static Analysis Of Functionally Graded Beams Using Higher Order Shear Deformation Theory

机译:基于高阶剪切变形理论的功能梯度梁静力分析

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Displacement field based on higher order shear deformation theory is implemented to study the static behavior of functionally graded metal-ceramic (FGM) beams under ambient temperature. FGM beams with variation of volume fraction of metal or ceramic based on power law exponent are considered. Using the principle of stationary potential energy, the finite element form of static equilibrium equation for FGM beam is presented. Two stiffness matrices are thus derived so that one among them will reflect the influence of rotation of the normal and the other shear rotation. Numerical results on the transverse deflection, axial and shear stresses in a moderately thick FGM beam under uniform distributed load for clamped-clamped and simply supported boundary conditions are discussed in depth. The effect of power law exponent for various combination of metal-ceramic FGM beam on the deflection and stresses are also commented. The studies reveal that, depending on whether the loading is on the ceramic rich face or metal rich face of the beam, the static deflection and the static stresses in the beam do not remain the same.
机译:运用基于高阶剪切变形理论的位移场来研究功能梯度金属陶瓷(FGM)梁在环境温度下的静态行为。考虑了基于功率定律指数而变化的金属或陶瓷体积分数的FGM梁。利用平稳势能原理,提出了FGM梁静平衡方程的有限元形式。因此,得出两个刚度矩阵,以便其中一个将反映法线旋转和另一个剪切旋转的影响。深入讨论了在均匀分布载荷下中等厚度的FGM梁在均匀分布载荷下的横向挠度,轴向应力和剪应力的数值结果。还评论了金属陶瓷FGM束的各种组合的幂律指数对挠度和应力的影响。研究表明,根据载荷是施加在梁的富陶瓷面上还是金属富裕面上,梁中的静挠度和静应力不会保持相同。

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