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1)  large-scale moving boundary
大位移动边界
2)  Boundary displacement
边界位移
1.
Method of generating pure shear stress by adding boundary displacement and its application in back analysis for geostress field;
施加边界位移产生纯剪应力及反分析应用
3)  displacement boundary
位移边界
1.
Self-similar solution to dynamic fracture of orthotropic material under displacement boundary conditions;
正交异性体位移边界条件下的自相似解
2.
In this paper, the method is applied to elasticity problems with displacement boundary and mixed boundary and the pilot study is made.
本文将Hamilton体系辛差分方法应用于弹性力学位移边界和混合边界问题的数值求解,作了初步探索和尝试。
3.
On the basis of considering influences of some main geological structures, the refined sub-model used in the stability analysis of the caverns is accomplished,and the more precise initial geostress field of the sub-model is obtained by the second finite element analysis iteratively using displacement boundary conditions.
在此基础上,考虑主要断层等细部构造,建立地下厂房洞室群小范围精细子模型,采用位移边界条件,对子模型进行二次有限元计算,得到该区域更为准确的初始地应力场。
4)  boundary moving
边界移动
5)  moving boundary
移动边界
1.
Numerical investigation of shallow water problems with moving boundary;
移动边界浅水问题的数值研究
2.
The moving boundary is introduced to indicate the notable change in the clay retardation factor with the increase of solute concentration.
模型引入了移动边界以说明当溶质在粘土孔隙水中的浓度达到某一较高值后,阻滞因子将发生显著变化。
3.
There are analytic and numerical solutions to solve the problem of phase transition with moving boundary,τ is equal to 23s and 2305s respectively.
对于PP,在相同条件下,利用分离变量法对简化的一维传热模型进行求解,得冷却时间τ为7 5s;对一维相变移动边界模型,解析解法采用固相精确求解与液相近似求解相结合的方法,得τ为23s;数值解法采用了焓法,得τ等于23 05s。
6)  boundary displacement method
边界位移法
1.
It is called the boundary displacement method.
从实用的角度出发提出了分析岩石高边坡初始地应力场的一种分析方法——边界位移法,即根据地质构造特点,在边坡计算模型边界上施加远场位移,来模拟由地质构造运动形成的初始地应力场。
补充资料:大位
1.帝位。 2.显贵的官位。
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