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Corner stress singularities in a high-order plate theory

机译:高阶板理论中的角应力奇点

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摘要

In the context of Lo's high-order plate theory, the present work applies the eigenfunction expansion approach to investigating the Williams-type stress singularities at the vertex of a wedge. The characteristic equations for determining the orders of singularities in stress resultants are separately developed for plates under extension and bending. The characteristic equations of plates under extension differ from those in generalized plane stress cases when the clamped boundary condition is imposed along one of the radial edges around the vertex. For plates under bending, the presented characteristic equations are identical to those of first-order shear deformation plate theory (FSDPT) if the clamping is not involved in boundary conditions along the radial edges of the vertex. The orders of singularities in stress resultants, which vary with the vertex angle, are plotted for various types of boundary conditions. The results are also comprehensively compared with those obtained according to other plate theories such as classical plate theory, FSDPT and Reddy's refined plate theory.
机译:在Lo的高阶板理论的背景下,本工作将本征函数展开方法用于研究楔形顶点处的Williams型应力奇异点。对于在拉伸和弯曲下的板,分别开发了用于确定应力合成中的奇数阶的特征方程。当沿边界周围的径向边之一施加约束边界条件时,延伸时板的特征方程与广义平面应力情况下的方程不同。对于处于弯曲状态的板,如果在沿顶点的径向边缘的边界条件中不涉及夹紧,则所给出的特征方程与一阶剪切变形板理论(FSDPT)相同。对于各种类型的边界条件,绘制了应力合成中的奇异阶数(随顶角而变化)。还将结果与根据其他板理论(例如经典板理论,FSDPT和Reddy的精制板理论)获得的结果进行了全面比较。

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