A meshfree method: meshfree weak–strong (MWS) form method, for 2-D solids

By Guirong Liu, Yuantong T. Gu. 2003

140 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Electrical and Electronic Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/1ed48c05d18acdcfef81feacf96485c2b5a6489b

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. A. J. Ferreira
2. C. Roque
3. R. N. Jorge
4. Edward J. Kansa
5. Khin Yong Lam
6. Bernard B. T. Kee
7. Guirong Liu
8. Hua Li

In Electrical and Electronic Engineering

1. Guirong Liu
2. Khin Yong Lam
3. R. N. Jorge
4. Trung Nguyen-Thoi
5. A. J. Ferreira
6. Hung Nguyen-Xuan
7. C. Roque
8. Edward J. Kansa

In Mechanics of Materials

1. A. J. Ferreira
2. C. Roque
3. R. N. Jorge
4. Hung Nguyen-Xuan
5. Trung Nguyen-Thoi
6. Guirong Liu
7. Khin Yong Lam
8. Edward J. Kansa

Citations in the corpus

• Static deformations and vibration analysis of composite and sandwich plates using a layerwise theory and RBF-PS discretizations with optimal shape parameter (2008, unknown): “Many other radial basis functions can be used as reviewed in the recent book of Liu [21] and in the recent works [22–27].”
• Static deformations and vibration analysis of composite and sandwich plates using a layerwise theory and multiquadrics discretizations (2005, methodology): “Many other radial basis functions can be used as reviewed in the recent book of Liu [38] and in recent works [39–44].”
• A nodal integration technique for meshfree radial point interpolation method (NI-RPIM) (2007, unknown): “The third category concerns meshfree methods based on the combination of weak and strong forms, such as the meshfree weak–strong-form (MWS) method (Liu and Gu, 2003; Liu et al., 2004).”
• Radial point interpolation based finite difference method for mechanics problems (2006, methodology): “Reference [21]), stabilized least-squares RPCM (LS-RPCM) [24] and meshfree weak-strong (MWS) form method [25, 26].”