无限样条边界元及其在结构—地基耦合中的应用*

本文基于三维弹性力学问题的Kelvin解在无穷远处的性态,构造了一种无限样条边界元.用半空间地表圆域受均压下的解析解,验证了这类单元良好的计算精度;以它与三维样条边界元相结合,分析了弹性半空间地基板.结果表明,这种模型在分析结构与地基耦合问题上不仅具有普适性而且自由度少,计算精度高.     

Infinite spline boundary element method and its application to structure-foundation interaction

In view of the infinity behaviors of3-D Kelvin solution,we constructed an infinite spline boundary element which has fine precision in the analysis of the half space foundation subjected to uniform pressure on the circular domain.We also analysed a square plate resting on elastic half space foundation.The results indicate that this model not only fits for the coupled analysis of foundation and structures but also has the advantage of fewer degrees of freedom and fine precision.     

受有集中力的样条边界元法

本文应用Ｂｅｔｔｉ定理，建立弹性体边界和体内受有有限个集中力时的样条边界积分方程，将集中力的影响表征为边界积分方程中的自由项，从客观实际出发，对具有两套奇性交会的积分方程给出一种方便有效的处理方法，使得集中力下的边界元法得以实施，在样插值基础上，即使稀疏剖分也能给出很高精度的位移场。应力场和未知集中反力。