Bending and buckling analysis of antisymmetric laminates using the moving least square differential quadrature method

By Y. Q. Huang, Qiusheng Li. 2004

83 citations recorded by the source corpus.

Subfields: Aerospace Engineering, Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/a9b737d7524096dbc5dbcab35388b3d6a3e005e5

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Aerospace Engineering

1. Trung Nguyen-Thoi
2. Hung Nguyen-Xuan
3. Francesco Tornabene
4. Timon Rabczuk

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. Francesco Tornabene
8. Stéphane P.A. Bordas

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. Francesco Tornabene

Citations in the corpus

• Analysis of laminated shells by a sinusoidal shear deformation theory and radial basis functions collocation, accounting for through-the-thickness deformations (2011, unknown): “The use of radial basis function for the analysis of structures and materials has been previously studied by numerous authors [27–41].”
• 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].”
• Radial basis functions collocation and a unified formulation for bending, vibration and buckling analysis of laminated plates, according to a variation of Murakami’s zig-zag theory (2011, unknown): “…been previously studied by numerous authors (Hon et al., 1997; Hon et al., 1999; Wang et al., 2002; Liu and Gu, 2001; Liu and Wang, 2002; Wang and Liu, 2002; Chen et al., 2003; Dai et al., 2004; Liu and Chen, 2002; Liew et al., 2004; Huang and Li, 2004; Liu et al., 2002; Xiang et al., 2009, 2010).”
• Free vibration analysis of functionally graded conical, cylindrical shell and annular plate structures with a four-parameter power-law distribution (2009, background): “It is worthwhile to note that the interest of researches [33–48] in this procedure is increasing due to its great simplicity and versatility.”