Mesh-free radial basis function method for static, free vibration and buckling analysis of shear deformable composite laminates

By L. Liu, L. Chua, D. Ghista. 2007

93 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/ddf7ce68e56335dc97bb7a4bded90ae96727388b

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. N. Nguyen‐Thanh
4. Chien H. Thai
5. Timon Rabczuk
6. Tat-Hien Le
7. Stéphane P.A. Bordas
8. Xiaoying Zhuang

In Mechanics of Materials

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

Citations in the corpus

• Static, free vibration, and buckling analysis of laminated composite Reissner–Mindlin plates using NURBS‐based isogeometric approach (2012, methodology): “Engng 2012; 91:571–603 DOI: 10.1002/nme integration reported by Ferreira [69], a global collocation RBF-technique-based HSDT presented by Ferreira et al. [70], a local RBF finite difference technique based on HSDT reported by Roque et al. [71], and mixed interpolated tensorial component (MITC)9/MITC”