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单轴应力应变关系 uniaxial stress-strain relation
采用了等效单轴应力应变混凝土本构模式。
An orthotropic equivalent uniaxial stress-strain constitutive model of concrete is used.
然后,对该方程在单轴应力条件下进行了求解、分析与试验验证。
The solution, analysis and experimental validation of the new equation under uniaxial stress were performed.
结果表明,单轴应力条件下水泥石具有明显的弹性变形及脆性破坏特征;
The following conclusions are obtained: There are sensible elastic deformation and brittle failure feature in the oilwell cement under monopodium stress conditions.
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