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1)  invariant plane strain
不变平面应变
2)  invariant plane strain
平面不变应变
3)  invariant plane
不变平面
1.
In this paper, we consider the invariant plane for homogenecus vector field Q(x) of degree two in R3, and obtain the necessary and sufficient condition that Q(x) has invariant plane through the origin.
讨论了R3中的二次齐次向量场Q(x),指出Q(x)的过原点的不变平面有3种类型,并给出每一种类型存在的充要条件。
4)  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
5)  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
6)  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。
补充资料:拉普拉斯不变平面
      太阳系总动量矩(包括公转和自转)的垂直平面,是拉普拉斯在十八世纪首先提出的,因而得名。根据质点组动力学的动量矩定理可知,如只考虑质点之间的万有引力,则各质点动量矩的向量和为常向量,它的大小和方向都是不变的,称为质点组的总动量矩。如把太阳系看作质点组(各天体看作很多质点的组合),在只考虑万有引力条件下,总动量矩的大小和方向也是不变的,因而与此总动量矩垂直的平面也是不变的平面。根据近年来的具体计算,拉普拉斯不变平面差不多与木星轨道面平行,与1950年的黄道面交角约1°65。
  

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