So far there is only one special numerical solution to the problem of the large deflection of the annular sandwich plate with uniform thickness because of the complication of the boundary conditions.
由于等厚度夹层环形板大挠度计算边界条件复杂,迄今仅有一种特殊情形的数值解答。
Nonlinear bending of an annular sandwich plate under the action of a line load uniformly distributed along the inner edge is discussed.
讨论了在内边缘均布剪力作用下夹层环形板的非线必弯曲问题。
