1) plane-strain model
平面应变模型
1.
Study on the accuracy and applicability of plane-strain model in radial-heterogeneous soil layers
径向非均质土中平面应变模型的精度及适用性研究
2) Plane strain finite element model
平面应变有限元模型
3) plane strain
平面应变
1.
Effect of principal stress ratio in plane strain condition on void damage evolution;
平面应变下的主应力比对微孔洞损伤演化行为的影响
2.
The bifurcation analysis of shear band of rock under the plane strain condition;
岩石在平面应变条件下剪切带的分叉分析
3.
Analysis of shear strength of unsaturated expensive soil under plane strain test;
基于平面应变试验的非饱和膨胀土强度分析
4) plane-strain
平面应变
1.
Influence of loading direction and strain rate on twinning of AZ31 magnesium alloy in plane-strain compression;
受力方式和变形速度对AZ31挤压板材平面应变过程中孪生的影响
2.
In spite of assumptions of plane-strain, the friction at the roll-workpiece is presumed as viscosity, this paper calculated the unit pressure and rolling-force of flat-rolling process by rigid-plastic BEM, and compared results with the results of experiment and FEM.
本文假设轧件处于平面应变条件下 ,轧辊与轧件之间为粘着摩擦 ,用刚塑性边界单元法计算了平板轧制过程的单位压力和轧制力 ,并与实验结果及有限单元法的计算结果进行了比
5) plain strain
平面应变
1.
The compression experiment for five aluminium alloys is made by self-made plain strain compress instrument, the flow stress is measured under cold defromation, which ef-fact on flow stress is descussed.
采用自制的平面应变压缩试验装置，对生产现场采集的5种铝合金进行了压缩试验，测定了冷变形条件下的流动应力，分析了各种变形条件对流动应力的影响。
2.
According to that self-bearing capacity is the key to surrounding rock stability, plain strain experiments are carried out on the analysis of in-situ measured data, and the relationship between volume expansion ratio and self-bearing capacity is presented, which is meaningful in underground engineering.
以自承载能力是决定围岩稳定性的主要因素为依据,在深入分析现场实测资料的基础上,开展了反映围岩变形特点的平面应变试验,综合建立了围岩扩容率与其自承载能力的关系模型,以期在现场监测结果与围岩稳定状态之间架起桥梁。
3.
According to that self-bearing capacity is the key of surrounding rock stability, plain strain experiments are carried out on the basis of the analysis of in-situ measured data, and the relationship between volume expansion ratio and self-bearing capacity is presented, which is meaningful in underground engineering.
本文以自承载能力是决定围岩稳定性的主要因素为依据,在深入分析现场实测资料的基础上,开展了反映围岩变形特点的平面应变试验,综合建立了围岩扩容率与其自承载能力的关系模型,以期在现场监测结果与围岩稳定状态之间架起桥梁。
6) plane-strain elastic modulus
平面应变弹性模量
补充资料：平面应变压缩法
分子式：
CAS号：
性质：一种以恒定压缩面积来压缩试样的方法。将片状试样的中央部分放在有长方形截面积的两个模片之间加以压缩，这样，试样受压缩的面积是恒定的，可以很容易计算出真应力而不是公称应力。此外，这种压缩方法在应变增加时，模片和试样间的摩擦仍能保持恒定，而单轴压缩却不能做到这一点。本方法需要对边缘效应加以校正。
CAS号：
性质：一种以恒定压缩面积来压缩试样的方法。将片状试样的中央部分放在有长方形截面积的两个模片之间加以压缩，这样，试样受压缩的面积是恒定的，可以很容易计算出真应力而不是公称应力。此外，这种压缩方法在应变增加时，模片和试样间的摩擦仍能保持恒定，而单轴压缩却不能做到这一点。本方法需要对边缘效应加以校正。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条