In this paper, a spectral element model is developed for axially loaded bending-shear-torsion coupled composite laminated beams. The composite laminated beams are represented by the Timoshenko beam model based on the first-order shear deformation theory. The spectral element model is formulated by using the variational method from frequency-dependent dynamic shape functions. The dynamic shape functions are derived from exact wave solutions to the governing differential equations of motion which are transformed into the frequency-domain by using the DFT theory. The numerical results show that the present spectral model provides extremely accurate natural frequencies for an example problem when compared to the results obtained by using the conventional finite element model which is also presented in this paper.
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ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis
July 12–14, 2010
Istanbul, Turkey
Conference Sponsors:
- International
ISBN:
978-0-7918-4918-7
PROCEEDINGS PAPER
Spectral Element Model for the Vibration of a Bending-Shear-Torsion Coupled Composite Timoshenko Beam
Usik Lee,
Usik Lee
Inha University, Incheon, Republic of Korea
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Injoon Jang
Injoon Jang
Inha University, Incheon, Republic of Korea
Search for other works by this author on:
Usik Lee
Inha University, Incheon, Republic of Korea
Injoon Jang
Inha University, Incheon, Republic of Korea
Paper No:
ESDA2010-25440, pp. 309-316; 8 pages
Published Online:
December 28, 2010
Citation
Lee, U, & Jang, I. "Spectral Element Model for the Vibration of a Bending-Shear-Torsion Coupled Composite Timoshenko Beam." Proceedings of the ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis. ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis, Volume 4. Istanbul, Turkey. July 12–14, 2010. pp. 309-316. ASME. https://doi.org/10.1115/ESDA2010-25440
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