1) omnistrain
全应变
1.
y Complementing the definition of omnistrains and shearing strains along certain directions,this paperderives the concept of strain ellipsoid and its form so that the duality of the stress and strain can be intensified.
通过补充定义沿某方向的全应变和剪应变，顺理推出应变椭球的概念及形式，从而强化了应力、应变的对偶性。
2) Global strain
全局应变
3) full-field strain
全场应变
4) complete stress-strain
全应力应变
1.
According to cracking mechanism of rock, this article presents a model of complete stress-strain under uniaxial compress in minute cracking.
根据岩石的破裂机理，本文提出了在单轴压力下的全应力应变关系的微观破裂模型。
2.
Electro-hydraulic servo tests of complete stress-strain process of coal samples are conducted by using the electro-hydraulic servo controlled rock mechanics testing system and the numerically controlled transient .
阐述了高瓦斯煤力学介质属性、微结构模型、渗透特性及其孔裂隙和破碎块度的分形特征;利用电液伺服岩石力学试验系统,以数控瞬态渗透法进行了煤样全应力应变过程的电液伺服试验,研究了全应力应变过程中煤样渗透性的变化特征。
3.
Electro-hydraulic servo tests of four standard coal samples under complete stress-strain process are conducted by using the electro-hydraulic servo controlled rock mechanics testing system and the numerically controlled transient permeability method.
02型岩石力学实验系统进行了3块标准煤样全应力应变过程的电液伺服试验,给出了主应力差、煤样渗透率、非Darcy流β因子和加速度系数与轴向应变关系曲线。
5) complete stress-strain process
全应力-应变
1.
Experimental on gaseous seepage properties of sandstone in complete stress-strain process
砂岩全应力-应变过程气体渗透特性实验
6) stress-strain curve
应力-应变全曲线
1.
Experimental study on the stress-strain curve of recycled concrete;
再生混凝土应力-应变全曲线试验研究
2.
Using the ordinary compression testing machine with attached rigid auxiliary frame,uniaxial compression experiments for the reactive powder concrete were conducted;the characteristics of stress-strain curves with different water-cement ratio and different content of steel fiber were studied and compared.
采用普通压力试验机附加刚性辅助架的方法对活性粉末混凝土进行了单轴压缩试验,分析和研究了不同水胶比和钢纤维掺量下的应力-应变全曲线的特征。
3.
The cubic compressive strength and the stress-strain curve under uniaxial compression were measured and the flexural tensile strain was recorded using a dynamic strain indicator.
针对橡胶集料混凝土的抗压及抗弯性能,在500/~1500/橡胶集料体积掺量下进行立方体抗压强度以及单轴受压应力-应变全曲线试验,并利用动态应变仪测量了4点弯曲状态下的拉应变。
补充资料：全受全归
1.语出《礼记．祭义》:"父母全而生之，子全而归之，可谓孝矣。不亏其体，不辱其身，可谓全矣。"封建礼教认为人的形体来自父母，应当以完全无亏的身体，还之父母。
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