Least‐squares collocation meshless method

By Xiong Zhang, Xiao-hu Liu, K. Song, Ming-wan Lu. 2001

234 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/8958899637bb05fff683087290ce4664549cfa9c

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Wenlong Wang
2. Xi-Qiao Feng
3. Liangchi Zhang
4. Yuantong T. Gu
5. Guirong Liu
6. Elyas Shivanian
7. Nam Mai-Duy
8. A. J. Ferreira

In Mechanics of Materials

1. Xi-Qiao Feng
2. Wenlong Wang
3. Liangchi Zhang
4. Yuantong T. Gu
5. Guirong Liu
6. Guiyong Zhang
7. Elyas Shivanian
8. Fawang Liu

In Safety, Risk, Reliability and Quality

1. Yuantong T. Gu

Citations in the corpus

• Error analysis of collocation method based on reproducing kernel approximation (2011, unknown): “The work in [25, 30] introduced a concept commonly used in the radial basis function method, where the number of collocation points used to enforce zero residual of the strong form and boundary conditions is more than the number of nodal points for improved accuracy of the strong form collocation me”
• An enriched radial point interpolation method (e-RPIM) for analysis of crack tip fields (2010, methodology): “There are many categories of meshfree methods [2], and a group of meshfree methods have been developed including the meshfree collocation methods [4], the smooth particle hydrodynamics (SPH) [5], the element-free Galerkin (EFG) method [6], the reproducing kernel particle method (RKPM) [7], and the p”