Laminated beam analysis by polynomial, trigonometric, exponential and zig-zag theories
By Erasmo Carrera, M. Filippi, Enrico Zappino. 2013
141 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/0fab6e546bcf142bc81ee014b4c8bdcfb57e7035
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In Civil and Structural Engineering
- Erasmo Carrera
- M. Filippi
- Enrico Zappino
- Ashraf M. Zenkour
- A. S. Sayyad
- Y. Ghugal
- Thuc P. Vo
- Huu-Tai Thai
In Mechanics of Materials
- Erasmo Carrera
- M. Filippi
- Ashraf M. Zenkour
- Enrico Zappino
- A. S. Sayyad
- Y. Ghugal
- Thuc P. Vo
- Huu-Tai Thai
Citations in the corpus
- Recent developments on refined theories for beams with applications (2015, unknown): “Carrera et al. (2013l) have obtained similar results by exploiting Lagrange multipliers.”
- Free vibration analysis of rotating composite blades via Carrera Unified Formulation (2013, background): “As far as composite beams are concerned, interesting analyses are presented in [36–39].”
- Static and free vibration analysis of laminated beams by refined theory based on Chebyshev polynomials (2015, unknown): “The results have been normalized using the formula adopted in [41]: w̄ = 100 · b · h 3 qoL(4) · w (33)”
- Free vibration of FGM layered beams by various theories and finite elements (2014, unknown): “For a thorough and clear description of the new displacement theories, the authors suggest [22,23].”
- Static analyses of FGM beams by various theories and finite elements (2015, background): “ux 1⁄4 cost ux1 þ sin px a ux2 þ cos px a ux3 þ sin pz b ux4 þ cos pz b ux5 þ sin 2 px a ux6 þ cos 2 px a ux7 þ sin 2 pz b ux8 þ cos 2pz b ux9 þ x ux10 þ z ux11 þ x ux12 þ xz ux13 þ z ux14 As said before, the reader can refer to [22,23] for a more detailed description of the used displacement fields”