Buckling of rectangular Mindlin plates subjected to partial in-plane edge loads using the radial point interpolation method
By Kim-Meow Liew, X. L. Chen. 2004
81 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/0a2f6020e7664624246ecd5ab23b91c236b95785
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
- Stéphane P.A. Bordas
- Timon Rabczuk
- Guirong Liu
- Chien H. Thai
- N. Nguyen‐Thanh
- Yiu Chung Benny Hon
In Mechanics of Materials
- Hung Nguyen-Xuan
- Trung Nguyen-Thoi
- Timon Rabczuk
- Stéphane P.A. Bordas
- Guirong Liu
- N. Nguyen‐Thanh
- Chien H. Thai
- H. Vu-Do
Citations in the corpus
- A node-based smoothed finite element method with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates (2010, background): “t/b Plate types DSG3 ES-DSG3 RPIM [79] Pb-2 Ritz [80] 0.”
- An edge-based smoothed finite element method (ES-FEM) with stabilized discrete shear gap technique for analysis of Reissner–Mindlin plates (2010, methodology): “[40] J.S. Chen, C.T. Wu, S. Yoon, Y.”
- A meshfree Hermite‐type radial point interpolation method for Kirchhoff plate problems (2006, methodology): “Liew and Chen [29, 30] solved the buckling problems of Mindlin plates with the RPI method.”
- Static, free vibration, and buckling analysis of laminated composite Reissner–Mindlin plates using NURBS‐based isogeometric approach (2012, methodology): “The comparison normalized buckling load factor between the present method and several other methods such as FEM based on ANSYS software [72] (24 24 elements with element-type four-node shell 63), mesh-free method using the radial point interpolation”