Bending and buckling of thick symmetric rectangular laminates using the moving least-squares differential quadrature method

By Kim-Meow Liew, Y. Q. Huang. 2003

87 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/895496f842970adf5c1f102d0a7644c18a40e882

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. Chien H. Thai
3. A. J. Ferreira
4. M. Cinefra
5. Erasmo Carrera
6. Trung Nguyen-Thoi
7. C. Roque
8. Timon Rabczuk

In Control and Systems Engineering

1. Hung Nguyen-Xuan
2. Trung Nguyen-Thoi
3. A. J. Ferreira
4. Erasmo Carrera
5. C. Roque
6. Timon Rabczuk
7. Chien H. Thai
8. M. Cinefra

In Mechanics of Materials

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

Citations in the corpus

• Radial basis functions-finite differences collocation and a Unified Formulation for bending, vibration and buckling analysis of laminated plates, according to Murakami's zig-zag theory (2011, methodology): “[44] based on the FSDT are also presented for comparison.”
• 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): “All layers are assumed to be of the same thickness and material properties: Khdeir and Librescu (1988) and differential quadrature results by Liew and Huang (2003) based on the FSDT are also presented for comparison.”
• Static, free vibration, and buckling analysis of laminated composite Reissner–Mindlin plates using NURBS‐based isogeometric approach (2012, methodology): “One of the popular approaches is to rely on equivalent single-layer (ESL) models such as classical laminated plate theory [2–7], first-order shear deformation theory (FSDT) [8–18], and high-order shear deformation theory (HSDT) [19–24].”
• Probabilistic characterisation for dynamics and stability of laminated soft core sandwich plates (2017, result): “The present buckling load are also validated with the results obtained by Liew and Huang [79].”
• FGM and Laminated Doubly-Curved and Degenerate Shells Resting on Nonlinear Elastic Foundations: A GDQ Solution for Static Analysis with a Posteriori Stress and Strain Recovery (2013, unknown): “ijm m ij ij m ij R ( ) ( ) ( ) ( ) ( ) ( ) + ( ) = + + ( ) ζ χ γ ζ γ ζ ω + + + ( ) ( ) ( ) ( ) 1 1 2 2 0 2 0 ζ γ ζ ω m ij ij m ij R (50)”