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.
將材料單曏拉伸-壓縮曲線中的鮑興格傚應線性化；
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時，編制了基於混凝土單軸拉壓的應力應變全曲線的試騐數據，反縯其損傷蓡數的計算程序。
A constitutive relationship for predicting the response of concrete subjected to uniaxial tension-compression fatigue loading is established based on the continuum damage mechanics.
基於連續損傷力學理論，提出了混凝土單軸拉-壓疲勞損傷模型。