On the basis of classical lamination theory and large deflection hypotheses of plate, the equilibrium and compatibility equations of simply supported composite laminated plates were obtained.
基于经典的层合板理论及板的大挠度基本假设，得到四边简支层合板的非线性运动方程及变形协调方程；
At last it is applied to the design of steel and concrete composite beams under some hypotheses.
最后，在作了一些假设以后，将这种相关关系引入到钢与混凝土组合梁的设计中。
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