1) and 3D morphological relaxation
形态松弛分割
2) probabilistic relaxation segmentation method
概率松弛分割法
4) dynamic relaxation
动态松弛
1.
The application of dynamic relaxation method will complete this solution without generating the global stiffness matrix,which is difficult for traditional FEM when the topology of mode.
介绍一种能够模拟岩石材料破坏过程的有限元方法,该方法引入单元分裂和界面分离技术描述破坏引起的材料几何拓扑结构变化,采用接触单元表征破坏界面,借助动态松弛方法完成求解。
2.
Based on dynamic relaxation of discrete element method(DEM),a control displacement solution for displacement integral is proposed to solve the problem caused by unreasonable time-step interval impacting on the stability of the result.
基于离散单元的动态松弛法,提出了由每循环步允许块体最大位移增量控制每步块体求解的方法——位移控制法。
3.
Based on three dimensional discrete element method which uses dynamic relaxation, a three dimentional method is proposed to analyse underground water and bolts, the corresponding algorithm and formulas are given, and two examples are computed.
基于采用动态松弛法求解的三维离散单元法，提出了地下水、锚杆的三维分析方法，给出了相应的算法和公式，并通过算例进行了验证。
5) static relaxation
静态松弛
1.
The discrete element method based on static relaxation is extended to three dimensional case.
将基于静态松弛解法的离散单元法推广至三维。
2.
Based on static relaxation fast Lagarangian analysis of continue (S-FLAC ), a new method, generalized-interface-element method, is proposed to solve the problem of rock joints and interfaces.
根据静态松弛快速拉格朗日分析方法（Ｓ－ＦＬＡＣ），提出了一种求解岩体界面的新方法即广义界面单元方法。
3.
A new num erical analysis m ethod for geotechnical engineering called static relaxation fast La- garangian analysis of continua(S-FLAC) is proposed.
建立起与ＦＬＡＣ方法平行的一种连续介质的岩土力学松弛计算分析方法， 即连续介质的静态松弛快速拉格朗日分析方法（Ｓ－ＦＬＡＣ）。
6) pointwise relaxation
点态松弛
补充资料：Dedekind分割
Dedekind分割
Dedekind cut
D日加脑目分割[D汕如目cut;皿e八eKou皿。即ee，e。。e]，分割(cut) 把实数集R(或有理数集Q)分割成两个非空集合A和B，其并为R(或Q)，并使得对任何a6A和be及都有a
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