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1)  in-plane deformation
平面内应变
1.
A new multi-degree of freedom ultrasonic motor (MDOF USM) using in-plane deformation of lead zirconate titanate (PZT) elements was introduced.
介绍了一种新型基于压电陶瓷平面内应变特性的多自由度超声波电机,该电机通过两个平面内的弯曲振动模态的叠加实现转子绕Z轴的转动;并利用伸缩振动模态分别与上述弯曲振动模态叠加实现转子绕X轴和绕Y轴的转动。
2.
A multi degree-of-freedom(MDOF) ultrasonic motor using in-plane deformation of lead zirconate titanate(PZT) elements was proposed.
提出一种基于压电陶瓷平面内应变的多自由度超声波电机。
2)  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
3)  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
4)  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。
5)  In-plane distortion
平面内形变
1.
The results indicate that the maximum in-plane distortion (IPD) of the pattern area occurred at the top and bottom edge, and the maximum out-of-plane distortion (OPD) occurred at the left and right edge.
结果表明,图形区域的最大平面内形变(IPD)出现在上、下边缘处,最大非平面形变(OPD)出现在左、右边缘处。
6)  in-plane strain energy
面内应变能
1.
Analysis of strain energy of unidirectional composites with interleaved viscoelastic damping layers-part Ⅰ:fundamental theory and in-plane strain energy;
单层板夹杂粘弹性阻尼材料的应变能分析-Part Ⅰ:基础理论和面内应变能
补充资料:内应变
分子式:
CAS号:

性质:由材料内部应力所引起的变形,使制成的制件容易变形与开裂直至破坏,因而设法消除引起产生内应变的内部应力。内应力的产生往往与加工艺直接有关,如热塑性树脂挤出成型进,分子配向及冷却速度不均等,热固性树脂成型时,各向固化度不同等都会造成内应力。通过改进成型工艺可以减少内应力从而降低内应变的形成检查内应力的方法,对热塑性树脂制品可用溶剂浸渍法、偏光法(透明树脂)及测定变形温度等。某些透明热固性树脂固化后的内应力,可通过光弹分析测出。

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