文中给出了算例，并与经典薄板理论的相应解作了对比。
The numerical examples have been presented and compared with the corresponding solutions of classical thin plate theory.
并就单向受均布载荷的特例予以着重讨论，给出了有关的便于工程实用的近似算式，同时与相应的经典薄板理论加以比较并进行了数值分析。
The special case of the formula under the action of uniform loading only in one direction is emphatically investigated, and the relevant approximate formula convenient for a…
经典的梁板弯曲理论由于未考虑横向剪切变形的影响而只能适用于细长梁和薄板。
Classical bending theory of beam and plate can only be fit for thin and long beam and thin due to without considering deformed influence of cross shearing.
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