论文部分内容阅读
按混凝土材料线弹性和弹塑性两种应力－ 应变关系模式，对某河床式电站厂坝及岩基结构进行了三维受力比较分析， 得出了正常工作情况下各典型部位的应力大小，其结果已被该工程设计所采用。
According to the linear elastic and elastic-plastic two kinds of stress-strain relational modes of concrete materials, the three-dimensional mechanical forces of the dam and the rock-fill structure of a riverbed hydropower station are compared and analyzed. The stress of each typical part under normal working conditions is obtained. The result has been adopted by the engineering design.