所提出的思路对于一般的无网格方法都是适用的。
The presented method is general and suitable for all existing meshless methods.
自适应无网格方法是无网格方法的一个重要的研究方向。
The adaptive meshfree method is one of an important direction of meshfree method.
带有多项式基的径向点插值无网格方法是一种新的数值方法。
Radial Piont Interpolation Meshless Method With Polynomial Basis is a new numerical method.
这些无网格方法可用径向基函数配置点方法这个框架统一描述。
These meshless methods can be formulated in the general framework of radial basis function collocation techniques.
配点型无网格方法的实施不需要背景网格，是真正的无网格法。
While the point collocated meshless method is a real meshless method because its implementation does not need any background mesh.
基于最小二乘法的无网格方法仅需一系列节点信息就可构成物体的离散模型。
The EFG method is based on moving least square(MLS) approximations, and only a set of nodal points and a description of the body are employed to formulate the discrete model.
最后，本文采用紧支距离基函数取代多项式基函数，提出了局部径向点插值方法，这是一种真正意义上的无网格方法。
Lastly, using the compactly supported radial functional to take the place of the polynomial function, local radial point interpolation method, is presented in this paper.
将移动最小二乘无网格方法和弹性偶应力理论结合在一起，建立弹性偶应力理论的移动最小二乘无网格方法离散模型。
The moving least square meshless method and the couple stress theory were combined together. Discrete model of moving least square meshless method was derived based on couple stress theory.
无网格局部径向点插值法(LRPIM)不需要借助于任何单元或网格进行积分或插值，。是一种真正的无网格方法。
The meshless local radial point interpolation method (LRPIM) doesn't need any element or mesh for the purpose of the energy integration or interpolation. Therefore it is a truly meshless method.
采用完全变换法施加本质边界条件，给出求解椭圆型边值问题的无网格伽辽金方法。
The full transformation method is used in element-free Galerkin method for solving the elliptic boundary value problems.
采用基于基本解方法和径向基函数插值的无网格算法(MFS- RBF)分析了广义的热弹性问题。
The method of fundamental solutions (MFS) with radial basis functions (RBF) approximation was developed for general thermoelastic analysis.
无网格法采用移动最小二乘法构造位移函数，采用罚方法满足本征边界条件，对弹性体的振动问题进行了分析。
Based on the moving least squares method, an effective meshless method is developed for the vibration analysis of elastic bodies.
无网络法与以往数值方法不同，只须用节点来离散求解域，而不需要网格。
This method only needs nodes instead of mesh to scatter domain as compared with the previous numerical methods.
针对土质边坡的稳定性问题，提出了利用无网格法中的再生核质点法（RKPM）进行弹塑性分析的方法。
Aiming at the elastoplastic analysis of soil slope stability, a reproducing kernel particle method(RKPM) was put forward.
在桥墩处理上，改变传统的用网格贴合挡水物的方法，直接将桥墩作为陆地边界生成无结构网格。
The piers are processed as land boundary directly, comparing to the method that mesh is used to fit impediment.
用视塑性(网格)方法研究了铜复铅芯模拟样品轧制时的变形行为，与无铅芯的样品进行了比较，由此了解带液芯连铸坯轻压下时的变形特征。
The Cu Pb clad samples were used to simulate the strands with liquid core and the deformation characteristics of the sample in the rolling process were investigated by visio plasticity (mesh) method.
与传统的数值流形方法相比，无网格流形方法的有限覆盖形状更加灵活。
Compared with the conventional numerical manifold method, the shapes of the finite covers can be selected more easily.
通过采用影响域节点控制方法以及边界节点分布密度动态控制方法，实现了塑性成形过程的无网格伽辽金方法的自适应分析。
The influence domain control method and adaptive boundary points setting method were developed and the large metal forming meshless analyses were realized.
无网格法作为一种新型的数值方法，因其近似函数不依赖于网格而受到广泛关注。
Meshless method is an efficient new-style numerical method. The extensive study of the theory and applications of meshless method was done because of the approximate function without any mesh.
径向基函数插值是一种新型的无网格插值方法，具有形式简单、空间维数无关等优点。
Radial basic function is a recent meshless interpolation technique. It has a very simply form and no correlation with the space dimensions.
无网格法是一种新的数值计算方法，节点的布置方案和节点的性态特点则是无网格法的重点，也是难点。
Meshless method is a new sort of numerical calculation method; nodal arranging scheme and character of nodes are emphasis and difficulty of meshless method.
数值实例表明，无网格伽辽金法在处理几何非线性问题时，具有较高的计算精度，是一种有效的数值计算方法。
Results of numerical examples in geometrical nonlinearities have shown that element-free Galerkin method, with its high accuracy, is much more efficient to deal with these problems.
数值实例表明，无网格伽辽金法在处理几何非线性问题时，具有较高的计算精度，是一种有效的数值计算方法。
Results of numerical examples in geometrical nonlinearities have shown that element-free Galerkin method, with its high accuracy, is much more efficient to deal with these problems.
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