uniaxial tension-compression

基本解释

The Bauschinger effect curve in the uniaxial tension-compression test of the material is approached by linear-hardening.
将材料单向拉伸-压缩曲线中的鲍兴格效应线性化；
Back-analysis method and computing program of damage parameters by the curve of stress-strain by uniaxial tension and compression test was made out.
在研究了反分析算法的同时，编制了基于混凝土单轴拉压的应力应变全曲线的试验数据，反演其损伤参数的计算程序。
A constitutive relationship for predicting the response of concrete subjected to uniaxial tension-compression fatigue loading is established based on the continuum damage mechanics.
基于连续损伤力学理论，提出了混凝土单轴拉-压疲劳损伤模型。