Free vibration and buckling analyses of shear-deformable plates based on FSDT meshfree method

By Kim-Meow Liew, J. Wang, T. Y. Ng, M. Tan. 2004

169 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/8eb556911f0b33124498eb3f329b8c72410c6cf6

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. Hung Nguyen-Xuan
2. Trung Nguyen-Thoi
3. Stéphane P.A. Bordas
4. Timon Rabczuk
5. A. J. Ferreira
6. Guirong Liu
7. N. Nguyen‐Thanh
8. Romesh C. Batra

In Mechanics of Materials

1. Hung Nguyen-Xuan
2. Trung Nguyen-Thoi
3. Timon Rabczuk
4. Stéphane P.A. Bordas
5. Guirong Liu
6. N. Nguyen‐Thanh
7. A. J. Ferreira
8. Chien H. Thai

Citations in the corpus

• An edge-based smoothed finite element method (ES-FEM) with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates (2010, methodology): “a/b t/b DSG3 ES-DSG3 Meshfree [8] Pb-2 Ritz [80] 0.”