中南大学林杭

当前位置: 中文主页 >> 论文成果

Nonlinear shear constitutive model for peak shear-type joints based on improved Harris damage function

发布时间：2020-09-15

点击次数：

发表刊物：Archives of Civil and Mechanical Engineering

第一作者：Xie S, Lin H*, Wang Y, Cao R, Yong R, Du S

是否译文：否

发表时间：2020-09-15

上一条： Effects of Cyclic Freeze-thaw Treatments on the Fracture Characteristics of Sandstone under Different Fracture Modes: Laboratory Testing

下一条： Analytical and numerical analysis for frost heaving stress distribution within rock joints under freezing and thawing cycles