3-D Finite Element Relocating Mesh Method Analysis on Overfolw Section of Roller Compacted Concrete Dam

摘要：

In order to simulate the temperature field and stress field of overflow section of roller compacted concrete dam constructed in layers, the virtual element method is put forward in this paper based on the 3-D finite element. The combination of relocating mesh method and virtual element method is used to calculate the overflow section. The efficiency of calculation will be advanced by shrinking the calculation scale without decreasing the calculating precision.

关键词： relocating mesh method virtual element method 3-D finite element simulation analysis

作者: Zhang Jinkai Li Shouyi Zhang Mingxia Zhao Lijuan

作者单位: Institute of Water Resources and Hydroelectric Engineering, Xian University of Technology, Southern Golden Flower Road, Xian 710048, China

会议类型: 国际会议

会议名称: 第五届碾压混凝土坝国际研讨会(The Fifth International Symposium on Roller Compacted Concrete(RCC))

会议地点: 贵阳

会议语种:英文

页码: 637-642

在线出版日期: 2007-11-02（万方平台首次上网日期，不代表论文的发表时间）