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1)  stress-strain relationship
应力应变关系
1.
Measurement of stress-strain relationship of human abdominal aortic aneurysm;
腹主动脉瘤壁应力应变关系的测量
2.
But it is difficult to make certain proper reference state in the uniaxial tensile test,and there has not been an acceptable formula to express its stress-strain relationship.
在对SIS的单轴拉伸测试中,很难确定合适的参考状态,也没有一个被广泛认可的公式来表达其应力应变关系
3.
In this model,the effect of soil saturation on the stress-strain relationship and the effects of deformation of soils on hydraulic behaviors were taken into account.
该模型综合考虑到了饱和度对应力应变关系和强度以及变形对水力性质的交叉影响。
2)  stress-strain relation
应力应变关系
1.
Study on the stress-strain relation of liquefied saturated sand-gravel composites and method of parameter identification
饱和砂砾料液化后应力应变关系及参数确定方法
2.
Using the tension SHB apparatus, We haveperformed tension tests at high strain rate and obtained the stress-strain relationship curvesof hard aluminum LC.
本文介绍了自行研制的用于高应变率试验的分离式霍布金生拉杆设备,从一维应力波理论出发,详细推导了拉伸和压缩SHB方法测量动态应力应变关系的计算公式;并利用本设备对硬铝合金LC进行了不同高应变率拉伸试验,得到相应的应力应变关系
3.
It is found that pattern transition of stress-strain relation exists in medium density calcareous sand under different confining pressure.
以南沙群岛永暑礁的钙质砂为研究对象,通过三轴排水剪切试验发现:中密钙质砂在不同围压下的应力应变关系具有转型现象,提出了能反映硬、软化和剪胀、缩转型的非线性弹性应力-应变模型。
3)  stress strain relationship
应力应变关系
1.
Base on the stress strain relationship and principle of co deformation,this paper from theory analyses the relative compression height of strengthened beam with steel plate,and presents the concept of boundary fracture.
根据钢筋和钢板的应力应变关系及变形协调原理 ,从理论上推导了粘钢加固梁的相对受压高度 ξb,提出了界限破坏的概念 ,并由此给出了 ξb 的确定方
2.
Base on the stress strain relationship and ultimate strain of brick masonry and concrete,this paper from theory analyses the stress strain relationship between later concrete and original brick masonry,and presents a new concept of boundary fracture on new and old materials.
本文作者根据砖砌体和砼的应力应变关系及极限应变值,从理论上推导了后加砼与原砌体之间的应力应变关系,提出了新旧材料界限破坏的概念,并按此概念给出了轴心受压砖砌体加固中砼利用系数的确定方法。
4)  stress strain relation
应力应变关系
1.
By test study on intact and compacted loess, the effects of compacting on the collapsibility 、 compressibility、structure and stress strain relation of loess are discussed.
通过对挤密前后黄土的试验研究,探讨了挤密对黄土湿陷性、压缩性、结构性及应力应变关系等工程特性的影响,所得成果可供实际工程借
5)  relationship of stress and strain
应力应变关系
1.
A new relationship of stress and strain was brought to material 20Cr which is commonly applied in super high pressure vessel.
针对超高压容器常用材料20Cr,首先提出了一种新型的应力应变关系
6)  stress-strain relation
应力-应变关系
1.
Study of stress-strain relation of concrete filled steel tubular eccentric compression column;
钢管混凝土偏心受压应力-应变关系模型研究
2.
Research on stress-strain relation of unsaturated cohesive soil
非饱和黏性土的应力-应变关系研究
3.
During the processes of cold pressing on the whole peanut kernels and the broken ones,many relative factors,such as oil yielding pressure,oil yielding strain,and oil yield efficiency,stress-strain relations and effective compression ratio,etc.
以花生为研究对象,探讨分析了冷榨过程中的基本特性及变化规律,冷榨下整粒花生仁和碎粒花生仁的出油压力与出油应变、出油率、应力-应变关系、实际压缩比等问题。
补充资料:动态应力-应变曲线
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性质: 在具有强迫正弦振荡的动态试验中,让黏弹性体作稳定振动,以力对变形作图,在十个周期中的轨迹为一封闭曲线,称之为动态应力-应变曲线。动态试验的结果取决于试验条件:试样形状、形变方式、应变振幅、应变历程、频率和温度。从动态应力-应变曲线可以求得黏弹性体的许多动态力学性能,如从封闭曲线面积可以求得在一个周期内材料内部的发热量。

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