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 maximum deflection is calculated in case of isotropic, uniformly loaded circular plate and equidistant bearing points.
在安装板弯曲时突出结构也作为一个支点，并密封相邻板间的缝隙。
In case that the mounting plate is bent, the raised structure can also be used as a support point and seal seams with an adjacent plate.
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