对砼改良双面剪切实验方法的力学分析

A Mechanical Analysis for Concrete Testing Method of Modified Double Shear

本文利用塑性力学理论对硅改良双面剪切实验方法进行了力学分析,给出剪切面上的应力分布形式,并对不同边界条件的情况作了探讨。

A mechanical analysis is conducted to the concrete testing method of modi-ficd double shear using plastic theory, the stress distribution on the limit state surface is presented Some cases of different boundary condition arc also discussed.