Assessment of zigzag theory for static loading, buckling, free and forced response of composite and sandwich beams
By S. Kapuria, P. C. Dumir, N. Jain. 2004
168 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/ebc64272cc7a9f377cf94139ce8eb67a876de9db
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
- Olivier Polit
- Philippe Vidal
- S. Beheshti-Aval
- M. Lezgy-Nazargah
- M. Shariyat
- Laurent Gallimard
- Erasmo Carrera
- M. Filippi
In Mechanics of Materials
- Philippe Vidal
- Olivier Polit
- S. Beheshti-Aval
- M. Lezgy-Nazargah
- M. Shariyat
- Laurent Gallimard
- Erasmo Carrera
- M. Filippi
Citations in the corpus
- A family of sinus finite elements for the analysis of rectangular laminated beams (2008, methodology): “S Natural frequencies x Sin Error (%) Sin-c Error (%) SinRef-c Error (%) Ansys Exact 2D [31]”
- A refined high-order global-local theory for finite element bending and vibration analyses of laminated composite beams (2011, background): “S Non-dimensional natural frequencies ω̄ Mode type Present Difference (%) ANSYS [33] Exact 2D [50] 10 Bending 12.”
- Assessment of the refined sinus model for the non-linear analysis of composite beams (2009, background): “In the context of buckling analyses, see [34].”