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1)  uniaxial stress cycling
单轴应力循环
2)  uniaxial cycling
单轴循环
3)  cyclic triaxial loading test with stress controlling
应力控制循环三轴试验
4)  cyclic principal stress rotation
主应力轴循环旋转
1.
Critical properties of intact soft clay under cyclic principal stress rotation;
主应力轴循环旋转下原状软黏土临界性状研究
2.
Analysis on ability of HCA to imitate cyclic principal stress rotation under constant confining pressure;
空心圆柱仪(HCA)模拟恒定围压下主应力轴循环旋转应力路径能力分析
3.
A novel hollow cylinder apparatus(HCA) was developed to investigate the influence of cyclic principal stress rotation induced by traffic or wave loads on soil s properties,which could afford a combined axial-torsional loading system at medium-high frequency.
为研究交通、波浪等荷载产生的主应力轴循环旋转应力路径对土体性状的影响,研制了可以在轴力、扭矩中高频率下共同变载的空心圆柱仪(HCA),并分析了设备的技术参数和性能指标。
5)  cyclic stress
循环应力
1.
Experimental study on shearing deformation behavior of saturated clay under cyclic stress;
循环应力下饱和黏土剪切变形特性试验研究
2.
The cyclic stress?strain curves of ZA27 alloy with different treatment have been obtained in constant strain amplitude condition and the corresponding microstructure,the fractograyh obtained under different treatment condition are presented.
研究了ZA27 合金在室温下的低周疲劳性能, 得到两种处理状态下ZA27 合金在恒应变幅下的循环应力—应变曲线, 并对两种状态下合金的显微组织及疲劳试件断口进行了显微分析。
3.
The cyclic stress strain properties of ZA27 alloy and ZCuSn10P1 at ambient temperature were studied in this paper The cyclic stress strain curves of them are obtainaed The results show alloy ZA27displayed the cyclic softing character.
本文对ZA27和ZCuSn10P合金在室温下的循环应力应变特性进行了测试,得到了两种材料的循环应力应变曲线。
6)  cyclical stress
循环应力
1.
Bolted flanged connections are liable to failure, which work for a long time under the operating conditions that pressure and temperature change frequently By means of the application of the constitutive equation of gaskets to the load deformation equation of bolted flanged connections, a method to calculate the cyclical stress of bolts is put forward when the pre tightening conditions are know
将垫片本构方程应用于螺栓法兰连接系统的变形协调方程 ,考虑温度和介质压力的波动 ,提出了在初始预紧状态已知的条件下计算螺栓循环应力的方法。
补充资料:单轴应力
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性质: 仅沿某一个轴向作用于材料上而且只有一个分量的应力。即σ1≠0,σ23=0。这种情况通常在简单拉伸无裂纹的均质材料时出现。如所加应力是张应力,则在受力方向上材料要伸长,垂直于应力方向上材料要减小尺寸。

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