1) implicit composite element method
隐式复合单元法
1.
Study on numerical simulation of drainage hole of seepage field in underground engineering with implicit composite element method;
地下工程渗流排水孔数值模拟的隐式复合单元法
2) latent complex-material element method
隐式复合材料单元法
1.
Study on numerical simulation of faultage of seepage in underground project with latent complex-material element method;
地下工程渗流断层数值模拟的隐式复合材料单元法研究
3) composite element method
复合单元法
1.
Study on bolted discontinuous rock mass by composite element method;
加锚节理岩体的复合单元法研究
2.
Optimization design of drainage holes based on orthogonal experiments and composite element method;
基于正交试验和复合单元法的排水孔优化设计
3.
Unconfined seepage analysis with composite element method;
无压渗流分析的复合单元法
4) composite element method(CEM)
复合单元法
1.
Based on the variation principle,the composite element method(CEM) is studied for seepage analysis considering discontinuous surfaces and drainage holes.
基于变分原理,研究渗流分析中模拟排水孔和不连续面的复合单元法。
2.
In seepage analysis using the composite element method(CEM),the drainage holes are regarded as a kind of material with high permeability coefficient and are treated as“air sub-elements”contained in the conventional rock(soil) element,which is called“composite element”.
用复合单元法进行渗流分析时,视排水孔为强渗透介质,并将其作为“空气子单元”置于常规岩(土)体单元内部,形成涵盖排水孔的复合单元。
3.
A composite element algorithm for temperature field of discontinuous rock masses is implemented based on the principle of composite element method(CEM) and the implicit expression of unsteady temperature field.
基于复合单元法原理和不稳定温度场的隐式解法,提出针对不连续岩体温度场的复合单元法。
5) implicit one-block hybrid method
隐式单块混合法
1.
For the initial value problems of the stiff systems of m-dimensional ordinary differential equations, this paper presents two classes of implicit one-block hybrid methods with highly parallelism, in which,one class is r-point (r+3)-order A-stable methods, the other class is r-point (r+2)-order L-stable methods.
对解m维Stiff常徽分方程初值问题提出了可高度并行计算的r-点r+3阶A-稳定和r-点r+2阶L-稳定的两类隐式单块混合法，由此两类方法所导出的方程组可用“完全平方”迭代法解之，如使用r个处理机并行计算，则每个处理机上的LU－分解运算量为m3/3+O(m2)，文未给出了算例。
6) improved composite element method
改进复合单元法
1.
Overloading failure simulation for Baozhusi gravity dam by improved composite element method;
宝珠寺重力坝超载破坏的改进复合单元法模拟
补充资料：交替方向隐式法
见分步法。
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