Please consider the boundary of a semiinfinite slab as shown in Fig. 2.6.
请考虑一个半无限平板的边界，如图2.6所示。
Based on the spacial solution of the elastic semiinfinite element theory, the suggested value of the stress spread Angle has been derived.
在弹性半无限体理论空间解的基础上导出了应力扩散角的建议值。
A seven-node superparametric infinite element model for simulating semiinfinite plane elastic foundation is presented and the fundamental principles and formulas of the model are described.
本文提出一种七节点超参无穷元用于模拟半无限平面弹性地基的计算方法。
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