Abstract
This paper is devoted to modelling vibration of layered curved circular arch with perfect or imperfect bonding between any two adjacent layers. The author has developed an efficient iterative process to obtain accurate determination of the stress and displacement fields for "stress critical" calculations such as damping and delamination. The differential equations which govern the free vibrations of a circular ring segment and the associated boundary conditions are derived by Hamilton’s principle considering shear deformation and normal deformations of all layers. Numerical examples are finally considered and discussed.
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References
Kovács, B.: Vibration and stability of layered circular arch. Dissertation, University of Miskolc (1992)
Zapfe, J.A., Lesieutre, G.A.: Vibration analysis of laminated beams using an iterative smeared laminate model. J. Sound Vibr. 199, 275–284 (1997)
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Kovács, B. (2013). Vibration Analysis of Layered Curved Arch. In: Jármai, K., Farkas, J. (eds) Design, Fabrication and Economy of Metal Structures. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-36691-8_93
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DOI: https://doi.org/10.1007/978-3-642-36691-8_93
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-36690-1
Online ISBN: 978-3-642-36691-8
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