Analysis of rectangular laminated composite plates via FSDT meshless method
By J. Wang, Kim-Meow Liew, M. Tan, S. Rajendran. 2002
106 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/f4fe874f4ce42c26fed3adfd629da2cee6737234
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
- Hung Nguyen-Xuan
- Trung Nguyen-Thoi
- N. Nguyen‐Thanh
- Chien H. Thai
- Timon Rabczuk
- Tat-Hien Le
- Stéphane P.A. Bordas
- Xiaoying Zhuang
In Mechanics of Materials
- Hung Nguyen-Xuan
- Trung Nguyen-Thoi
- Timon Rabczuk
- N. Nguyen‐Thanh
- Chien H. Thai
- Stéphane P.A. Bordas
- Guirong Liu
- 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 Table XV, the results of the present method agrees well with the solution of several other methods such as MISQ20 [86], MLSDQ [87], the reproducing kernel particle method (RKPM) [88] and the finite element method based on FSDT and HSDT [23].”