| 释义 |
EFGM
基本例句
无单元法¹⁰⁰
This paper discusses how to model discontinuity withEFGMand some examples are cited for demonstration.本文论述如何用该法模拟不连续面，并给出算例。
InEFGM, only nodal data are needed, i.e.there is no need to join nodes into elements; in addition, high accuracy can be achieved an d postprocess is easy.该法只需节点信息，不需将节点连成单元；此外，还有精度高、后处理方便等优点。
A cantilever beam and Laxiwa dam-base system are analyzed in details by using proposed method.The results show that the 3DEFGMis effective and accurate for problems in geotechnique engineering.应用该程序对悬臂梁算例和拉西瓦拱坝-地基模型进行弹性分析，结果表明该方法有效可行。 |