Because elastic modulus of CFRP plate are weaker than elastic modulus of steel bar, while strengthening beam is destroyed, the deflection is still strong.
由于CFR P板的弹性模量比钢筋的弹性模量小，加固梁破坏时的挠度仍较大。
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。
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