A zigzag model for laminated composite beams

By Hemendra Arya, R. Shimpi, N. Naik. 2002

163 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/10a9211c63384a46a0c516936593ff8c299a42b7

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. Carlos Soares
4. J. Mantari
5. Stéphane P.A. Bordas
6. Timon Rabczuk
7. A. J. Ferreira
8. A. Oktem

In Mechanics of Materials

1. Hung Nguyen-Xuan
2. Chien H. Thai
3. Stéphane P.A. Bordas
4. Timon Rabczuk
5. Trung Nguyen-Thoi
6. Carlos Soares
7. J. Mantari
8. A. J. Ferreira

Citations in the corpus

• A new trigonometric shear deformation theory for isotropic, laminated composite and sandwich plates (2012, methodology): “This model has been used in several higher order layerwise and zig-zag shear deformation theories (Shimpi and Ghugal, 1999, 2001; Arya et al., 2002).”
• Static and dynamic analysis of laminated composite and sandwich plates and shells by using a new higher-order shear deformation theory (2011, methodology): “Higher order shear deformation theories (HSDTs) were developed to improve the analysis of shell responses and extensively used by many researchers [20–59].”
• Isogeometric analysis of laminated composite and sandwich plates using a new inverse trigonometric shear deformation theory (2014, methodology): “It is clear that the difference between results of using FSDT model and HSDT model is very 23 M AN US CR IP T AC CE PT ED Table 8: A non-dimensional frequency parameter ϖ = ( ωa2/h ) (ρ/E2)1/2 of a [00/900/900/00] simply supported laminated square plate (a/h=5) Method E1/E2 10 20 30 40 RBFs-FSDT[59]”