1) σ w softening curve
σ-w软化曲线
2) σ-λ curves
σ-λ曲线
1.
According to the σ-λ curves,the finite element simulation of the pressure responsibility of the hollow fiber membrane after stretching 8 times was done using the two-parameter Mooney-Rivlin model.
结合σ-λ曲线,采用二参数Mooney-Rivlin模型对后拉伸8倍中空纤维膜的压力响应性进行了有限元模拟。
3) softening curve
软化曲线
1.
Considering the heterogeneity of the tensile strength and post-peak softening curve, failure processes of two three-point bending concrete beams are numerically modeled using FLAC.
采用FLAC模拟了混凝土梁三点弯曲条件下的破坏过程,其中考虑了抗拉强度及峰值后软化曲线非均质性,得到了梁的载荷-CMOD曲线、梁跨中横截面上的水平方向应力及塑性拉伸应变的分布规律、应变软化区域及真实裂纹长度的变化规律、拉伸破坏单元及真实裂纹的发展规律。
2.
I type cracking of early-age concrete was simulated with finite element program ABAQUS based on the basic mechanical experiment and fracture performance experiment in order to obtain reasonable softening curve for better studying properties of early-age concrete.
为得到合适的早龄期混凝土软化曲线,更好地研究混凝土早期性能,以早龄期混凝土基本力学性能试验及断裂性能试验为基础,借助有限元软件ABAQUS对早龄期混凝土I型开裂进行了数值模拟。
4) W-curve
W曲线
5) P-σ-N curves
P-σ-N曲线
1.
The line contact rolling fatigue properties of Cr5 steels for backup roll under two kinds of heat treatment(940 ℃) quenching and 450 ℃,535 ℃ tempering were studied and the P-σ-N curves were also measured.
研究了940℃淬火450℃、535℃回火,两种热处理工艺下Cr5型支承辊用钢的线接触滚动疲劳性能,测定了其P-σ-N曲线。
6) tension softening curve
拉软化曲线
补充资料：Hesse曲线(代数曲线的)
Hesse曲线(代数曲线的)
Hessian (algebraic curve)
11油限曲线(代数曲线的)【H台自11(.妙如允.抖e);recc咖，T~aaa，即r药pa一吸ee二o‘二p.助蓝] n次代数曲线(司罗玩水c~)的He丈祀曲线就是其极二次曲线能分裂为两条直线的点的集合，也是第一极曲线的二重点构成的集合.n次非奇异曲线的He丈七曲线是一条次数为3伪一2)、类为3(n一2)(3n一7)的曲线.设介O是这条n次曲线的齐次坐标方程，关丘=刁:f/刁xi刁、，则它的He丈犯曲线的定义方程为 !不:关:五，} }五:关:五31=0. }人，人2人3}特征不等于3时的三次非奇异曲线的H既七曲线与这条曲线交于9个通常拐点.因O.H改e(l 844)而得名. A .E.H困阳。B撰
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