作为实例，构造两个可以给出单刚显式的四结点平面非协调新单元。
Two plane 4-node incompatible elements which can possess explicit element stiffness matrix are constructed as the examples.
构造了新的无单元形函数。
这种新单元的刚度矩阵采用作者所提出的新列式方法来构造。
The new formation of constructing stiff- ness matrix of TRUNC element is presented in this paper.
这种新单元的刚度矩阵采用作者所提出的新列式方法来构造。
The new formation of constructing stiff- ness matrix of TRUNC element is presented in this paper.
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