本文提出了用复变—变分方法求解二维任意边界构件的应力强度因子。根据的复变函数方法，我们得到了应力场与位移场的一般表达式。
In this paper a complex variable-variational method is presented to determine the stress-intensity factors of two dimensional members with curvilinear boundaries.
建筑通过轻型钢和透明玻璃构件来连接，突出石质体量，使内外之间的边界渐渐消失。
The buildings are connected through light steel and transparent glass elements, highlighting the stone volumes and allowing the boundary between in and out to melt.
构件边界上的应力可由弹性体的边界应力和边界面力的关系，通过物理方程和几何方程求出。
The stresses at the boundary can be calculated by the physical equation and the geometric equation according to the correlation between the stresses and the traction at the boundary.
构件边界上的应力可由弹性体的边界应力和边界面力的关系，通过物理方程和几何方程求出。
The stresses at the boundary can be calculated by the physical equation and the geometric equation according to the correlation between the stresses and the traction at the boundary.
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