1) boundary point interpolation mesh-free method
边界点插值无单元方法
2) boundary nodes type mesh-free method
边界点型无单元方法
3) point interpolation meshless method
点插值无单元法
1.
The consolidation and settlement of soft ground subjected to heaped loading are calculated with a point interpolation meshless method based on the Biot s consolidation theory.
采用Biot固结理论,对某软基堆载引起的固结和沉降问题进行了点插值无单元法计算。
4) non-singular boundary element method (BEM)
无奇点边界元法
5) Boundary element-free method
边界无单元法
1.
The spline boundary element-free method for reinforced concrete plate;
钢筋混凝土板分析的边界无单元法
2.
Reproducing kernel particle boundary element-free method for elasticity;
弹性力学的重构核粒子边界无单元法
3.
Combining the element-free method and the boundary integral equation method for bending problem of thin plate,a boundary element-free method without singular integration is presented by using non-singular fundamental solution to establish the boundary integral equation.
将无单元法与薄板弯曲问题的边界积分方程方法相结合,用非奇异基本解建立边界积分方程,提出了无奇异积分的边界无单元法。
6) interpolation / boundary element
插值/边界元
补充资料：角边界值
角边界值
angular boundary value
角边界值【angularb佣nd明明目理;一毗印绷，.倪3.朗e.能1沿非切线路径的边界值(boundary valuealong a non一ta一igentlal Path) 对于定义在单位圆盘D={:任C}:{<畔的复值函数八:)，它在边界点C=。‘“的角边界值等于.八:)在角域点集 l叨f(z)二厂(f) 之一丈L二的极限 _。、!〕。_‘.‘、._，} “(‘，“’一}“二二厂‘’‘势任”’盯g(“‘“一“)’<言一“{’并假定对所有，二，O戈、。<2了兀，上述极限存在，因而此极限不依赖于。.这个概念有时在更一般的意义下应用于任意域D七f包括高维情形)定义的函数f(习，此时S“，幻是D与角域(或锥)之交，后者顶点为仃任行D并以边界日D在屯饭的法线为轴，半顶角为兀佗一。‘O<￡<2/兀晰注】角边界值亦称寸匆冬界停(n on一‘an罗ntl”lboundaryva]ue)见解析函数的边界性质(boundaryProperties of anal城Ic functions).
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参考词条