The maximum deflection is calculated in case of isotropic, uniformly loaded circular plate and equidistant bearing points.
对各向同性、均布载荷及简支点等间距分布的简化情况计算了圆板的最大挠度。
The deflection functions given satisfy the differential equation of thin plate, all the boundary conditions as well as the conditions at free corner points.
给出的挠度函数满足薄板的基本微分方程、全部边界条件以及角点条件。
The optimal design of minimax deflection of an annular plate is studied in this paper.
本文讨论环形板的最大挠度极小化的优化设计。
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