Evaluation of kinematic formulations for viscoelastically damped sandwich beam modeling

Journal of Sandwich Structures and Materials

Volumn 8, Issue 6, 2006, Pages 477-495

  Hu, Heng ^a,b   Belouettar, Salim ^b   Daya, El Mostafa ^a   Potier Ferry, Michel ^a  

^a UNIVERSITÉ PAUL VERLAINE METZ   (France)

^b LUXEMBOURG INSTITUTE OF SCIENCE AND TECHNOLOGY   (Luxembourg)

Author keywords

Bending; Damping; Evaluation; Finite element; Free vibration; Sandwich; Zig zag

Indexed keywords

EID: 33750041997     PISSN: 10996362     EISSN: 15307972     Source Type: Journal    
DOI: 10.1177/1099636206065872     Document Type: Conference Paper

References (15)

1. Pagano, N. J. (1969). Exact Solutions for Composite Laminates in Cylindrical Bending, J. Compos. Mater, 3: 398-411.
2. Carrera, E. (2003). Historical Review of Zig-Zag Theories for Multilayered Plates and Shells, Applied Mech. Reviews, 56 (3). 287-308.
3. Carrera, E. and Demasi, L. (2002). Multilayered Finite Plate Element based on Reissner Mixed Variational Theorem. Part I: Theory and Part II: Numerical Analysis, International Journal for Numerical Methods in Engineering, 55: 191-231 and 253-291.
4. Carrera, E. (2003). Theories and Finite Elements for Multilayered Plates and Shells: A Unified Compact Formulation with Numerical Assessment and Benchmarking, Archives of Computational Methods in Engineering, 10 (3). 215-296.
5. Reddy, J. N. (1984). A Simple Higher-order Theory of Laminated Composite Plate, Journal of Applied Mechanics, 51: 745-752.
6. Touratier, M. (1991). An Efficient Standard Plate Theory, International Journal of Engineering Science, 29: 901-916.
7. Rao, D. K. (1978). Frequency and Loss Factor of Sandwich Beams Under Various Boundary Conditions, Journal of Mechanical Engineering Sciences, 20 (5). 271-282.
8. Mindlin, R. D. (1951). Influence of Rotatory Inertia and Shear in Flexural Motions of Isotropic Elastic Plates, ASME J. Appl. Mech, 18: 1031-1036.
9. Reissner, E. (1945). The Effect of Transverse Shear Deformation on the Bending of Elastic Plates, ASME J. Appl. Mech, 12: 69-76.
10. Kerwin, E. M. (1959). Damping of Flexural Waves by a Constrained Visco-elastic Layer, Journal of the Acoustical Society of America, 31: 952-962.
11. Daya, E. M., Azara, L. and Potier-Ferry, M. (2004). An Amplitude Equation for The Nonlinear Vibration of Viscoelastically Damped Sandwich Beams, Journal of Sound and Vibration, 271: 789-813.
12. Daya, E. M. and Potier-Ferry, M. (2002). A Shell Element for Viscoelastically Damped Sandwich Structures, Revue Européenne des Éléments Finis, 11-n1: 39-56.
13. He, J. F. and Ma, B. A. (1992). Vibration Analysis of Viscoelastically Damped Sandwich Plates, Journal of Sound and Vibration, 152: 107-123.
14. Mead, D. J. and Markus, S. (1974). The Forced Vibration of Three-layer Damped Sandwich Beam with Arbitrary Boundary Conditions, Journal of Sound and Vibration, 33: 335-352.
15. Batoz, J.L. and Dhatt, G. (1990). Modelisation des structures par elements finis, Volume 1 solides elastiques, p. 174.