1) strain energy increment
应变能增量
2) strain increment
应变增量
1.
Applying the law of least square,an optimum straight line is fitted,then the optimum value of strain increment Δε is determined.
因此 ,应用最小二乘法可以拟合一条最佳直线 ,进而确定应变增量Δε的最佳
2.
In order to study inherent relation of strain parameters in depth,the relation between different strain increments and Lode parameter was formulated,hence the quantitative relation between strain increments was given directly.
为深入研究各应变参量间的内在联系,推导出应变增量与罗德系数间关系的表达式,直观地给出了不同应变增量间的定量变化关系。
3.
It is suitable using the simulation results of main strain for analysis in ANSYS-2D and using the simulation results of plasticity zone in FLAC-2D and using the simulation results of strain increment in FLAC-3D.
结合工程实例,采用ANSYS-2D,FLAC-2D和FLAC-3D程序对导水断裂带发育规律进行了大量计算和分析,认为:ANSYS-2D宜采用主应变指标来确定;FLAC-2D宜采用塑性区范围来确定;FLAC-3D宜采用应变增量(曲率)指标来确定。
3) lncremental strain
增量应变
4) strain incremental ratio
应变增量比
1.
The results indicate that the relationship between stress ratio and strain incremental ratio in these materials is still a linear relation on the extended moblized plane.
ｃｔｇφ）不等于零时材料的应力比与应变增量比关系。
5) strain increment method
应变增量法
1.
The measuring error of principal stresses is discussed by integration and strain increment method.
叙述了环芯法采用逐层铣槽方式测量残余应力的应力应变关系，并讨论了积分法和应变增量法两种方法测量主应力的误差问题。
6) creep strain increment
徐变应变增量
1.
In this paper,several types of expressions of the creep strain increment equation are discussed with the aid of mean value theorem of integral, and mistakes of these equations in contemporary published literature are indicated and the correct equation is worked out.
用有限元法进行钢筋混凝土结构徐变分析时，必须应用徐变应变增量方程。
补充资料：应变能释放速率
分子式：
CAS号：
性质：在线性弹性断裂力学中，把裂纹增加单位长度所需的能量。以符号G表示。对于张开型裂纹，通常用G1表示，当G1达某一临界值G1C时，材料断裂。
CAS号：
性质：在线性弹性断裂力学中，把裂纹增加单位长度所需的能量。以符号G表示。对于张开型裂纹，通常用G1表示，当G1达某一临界值G1C时，材料断裂。
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