%0 Dataset
%T Data set of stress field reconstruction calculation results for Xiaowan arch dam
%J National Cryosphere Desert Data Center
%I National Cryosphere Desert Data Center(www.ncdc.ac.cn)
%U http://www.ncdc.ac.cn/portal/metadata/4f568cca-94ee-45d1-be4c-ced00c6e6d06
%W NCDC
%A huang nai liang
%K Stress field;finite element simulation
%X The changes in temperature and deformation distribution of concrete are relatively clear, but there is insufficient understanding of the stress that directly reflects the safety status of the dam. This dataset is the calculation result of the stress field construction technology for high concrete dams in this project. The dataset is divided into two parts, where the txt file is the stress calculation result. The first line is the node stress in English, and the second line from left to right is the node number. The x-direction stress (0.01Mpa), y-direction stress (0.01Mpa), z-direction stress (0.01Mpa), xy plane stress (0.01Mpa), yz plane stress (0.01Mpa), zx plane stress (0.01Mpa), and the third line to the last line are the corresponding values of the first line. The visualization part consists of MSH files and RES files. You need to download GID and open the MSH file through GID to view the stress field calculation results.