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Two-dimensional elasticity solutions for temperature-dependent in-plane vibration of FGM circular arches

机译:FGM圆拱的温度相关面内振动的二维弹性解

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摘要

Temperature-dependent in-plane vibration of functionally graded (FGM) circular arches based on the two-dimensional theory of elasticity is investigated. An analytical solution using the state space formulation and Fourier series expansion is obtained for a simply supported circular arch. For such functionally graded arches, the state equation has variable coefficients. Because a definite, continuously varying FG model through the thickness is impractical if not impossible, an approximate laminate model is constructed to derive an asymptotic solution through the thickness direction. The transfer relationship between the state vectors at the inner and outer surfaces is ultimately obtained by considering the continuity conditions at the artificial interfaces. The new formulation is validated by comparing some numerical solutions with established results in open literature, such as functionally graded straight beams, curved sandwich beams and laminated thick circular arches. Effective material properties are predicted using the Mori-Tanaka model and taken as temperature-dependent. Effects of the gradient index, temperature and geometric parameters, i.e. the curvature, length-to-thickness ratio, subtended angle, on the vibration frequency are analyzed and discussed.
机译:基于二维弹性理论研究了功能梯度(FGM)圆拱的温度相关平面内振动。对于简单支撑的圆拱,获得了使用状态空间公式和傅里叶级数展开的解析解。对于这种功能梯度拱,状态方程具有可变系数。由于在厚度上确定,连续变化的FG模型是不切实际的,如果不是不可能的话,则可以构造一个近似的层压板模型来在厚度方向上得出渐近解。内表面和外表面的状态向量之间的传递关系最终通过考虑人工界面的连续性条件获得。通过将一些数值解与公开文献中的既定结果进行比较来验证新公式,例如功能梯度直梁,弯曲夹心梁和层状厚圆拱。使用Mori-Tanaka模型预测有效的材料性能,并视温度而定。分析并讨论了梯度指数,温度和几何参数(即曲率,长厚比,对角)对振动频率的影响。

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