水力发电2009，Vol.35Issue(6)：35-36,49,3.
浆砌石坝防渗体的结构作用
Structural Influence of Impervious Element of Stone Masonry Dam
邹爽1
作者信息
- 1. 贵州大学土木建筑工程学院,贵州,贵阳,550003
- 折叠
摘要
Abstract
In order to ensure stone masonry against leakage, impervious element is often designed in stone masonry dam, so the stone masonry dam is made up of different materials, traditional calculating methods did not consider the dam into different elastic modulus of materials, the results can not reflect the actual situation. Based on a masonry arch dam as an example, using the finite element software (ANSYS),this article calculated the two cases (eousidered homogeneous body of the dam and different elastic modulus of materials), resulting in stress distribution of the dam body and interlace of both cases. According to the two calculating results, some meaningful conclusions were obtained. From the results, we can see structural action of impervious element can not be ignored, and different elastic modulus of materials should be considered when stone masonry dam is calculated.关键词
水工结构/应力分布/有限单元法/防渗体/浆砌石坝Key words
hydraulic structure/stress distribution/finite element method/impervious element/stone masonry dam分类
建筑与水利引用本文复制引用
邹爽..浆砌石坝防渗体的结构作用[J].水力发电,2009,35(6):35-36,49,3.
