A family of sinus finite elements for the analysis of rectangular laminated beams
By Philippe Vidal, Olivier Polit. 2008
166 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/60cdd08dd7e3592f7446e89db2bc59fd83e4cd2d
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In Civil and Structural Engineering
- Olivier Polit
- Philippe Vidal
- Erasmo Carrera
- M. Filippi
- Enrico Zappino
- Laurent Gallimard
- M. Shariyat
- S. Beheshti-Aval
In Control and Systems Engineering
In Mechanics of Materials
- Philippe Vidal
- Olivier Polit
- Erasmo Carrera
- M. Filippi
- Enrico Zappino
- Laurent Gallimard
- M. Shariyat
- S. Beheshti-Aval
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): “This theory is an expansion of the developments by Touratier [9–11], and Vidal and Polit [12].”
- Assessment of the refined sinus model for the non-linear analysis of composite beams (2009, methodology): “It is briefly described, and the reader can obtain a detailed description in [40,2].”
- Proper Generalized Decomposition and layer-wise approach for the modeling of composite plate structures (2013, methodology): “Note also the refined approach based on the Sinus model (Vidal and Polit, 2008, 2009, 2011).”
- Refined dynamic stiffness elements applied to free vibration analysis of generally laminated composite beams with arbitrary boundary conditions (2014, unknown): “Other important classes of refined theories are those based on the use of trigonometric functions [10,11] and those that make use of Murakami’s zig-zag functions [12] so as to take into account the discontinuity of the first derivative of the displacements [13].”
- Free vibration analysis of laminated beam by polynomial, trigonometric, exponential and zig-zag theories (2014, methodology): “Equation (21) is rewritten using equations (6) and (9):”
- 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 Error (%) ANSYS [33] Exact 2D [50] 10 Bending 9.”