文克勒地基上板的有限条法

Solving Elastic Plate on Winkler Soil Foundation by Finite Strip Method

本文探讨了用有限条法求解文克勒地基上的弹性薄板问题,研究了在不同荷载、不同约束条件下的弹性地基板的内力、位移等。计算结果表明,该方法计算简便,精度高,是求解弹性地基板的一种有效方法。

In this paper, the Finite Strip Method is used to solve the displacements and internal forces of elastic plate on Winkler soil foundation under different loads and with different edge conditions. The results show that this method is easy to compute with high accuracy and is an effective means for solving the above-metioned plates.