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1)  critical slip surface
临界滑移面
2)  critical glide
临界滑移
3)  critical slip surface
临界滑面
1.
Wang-Yu algorithm of non-circular critical slip surface for soil slop
土坡圆弧临界滑面的网鱼算法
2.
Once a soil slope is led to the limit equilibrium state by means of the finite element – strength reduction technique,usually,the critical slip surface goes through the points at which the equivalent plastic strain takes the maximum.
对土坡而言,利用有限元-强度折减方法将边坡代入临界破坏状态时,临界滑面上的点往往是沿深部方向的等效塑了边坡的临界滑面。
3.
Modified Monte Carlo techniques by rotating slip segments for searching general critical slip surface(Ⅰ):random angle of rotation;
Husein等人提出的MonteCarlo搜索技术进行了改进:(1)增加了若干条几何合理性条件;(2)增加了防止节点重合的机制;(3)通过确定滑面段旋转角的上、下限,使其能够适用于上凸型滑面;(4)增加了节点数调整机制,以使搜索到的临界滑面更光滑。
4)  critical sliding field
临界滑移场
1.
Stability of waste-dump slopes based on critical sliding field technology;
基于临界滑移场技术的排土场边坡稳定性分析
5)  critical sliding angle
临界滑移角
1.
Utilizing slope plate test method of sliding friction,the critical sliding angles α_c of locusts was examined on different sliding plate of materials,and the effects of sliding plate material components on the sliding friction behavior of locust was analyze.
采用滑板滑移试验法,测试了蝗虫在不同滑板上的临界滑移角α_c,分析了不同材料滑板对蝗虫滑移摩擦的影响作用。
6)  interfacial slip
界面滑移
1.
Analysis of interfacial slip in fiber-reinforced composites under transverse loading by the boundary element method;
横向载荷作用下纤维增强复合材料界面滑移的边界元分析(英文)
2.
Molecular dynamics study of interfacial slip behavior of ultrathin lubricating films;
超薄润滑膜界面滑移现象的分子动力学研究
3.
Reynolds equation in cylindrical coordinates which included terms on the liquid inertia force and the interfacial slip was derived from continuous equation and Navier-Stokes equation.
从连续性方程和Navier-Stokes方程出发,推导出在圆柱坐标系中考虑了界面滑移和流体惯性影响的雷诺方程。
补充资料:对角滑移面
分子式:
CAS号:

性质:含对角滑移的滑移反映复合对称动作据以进行的对称元素,晶体学中其符号记作n。滑移反映操作时,先依据对称面进行反映,再继之以沿平行对称面的两个晶轴对角方向进行半周期量的滑移。如晶体在c轴方向有滑移面n,则其滑移量为()/2。若晶体在b或a轴方向有滑移面n,则相应滑移量为()/2或()/2。

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