Finite Element Vibration Analysis of Multi-layered Damped Sandwich Beam with Complex Shear Modulus
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Bae, Seung-Hoon
(부산대학교 대학원 기계공학부)
Won, Sung-Gyu (부산대학교 대학원 기계공학부) Jeong, Weui-Bong (부산대학교 기계공학부) Cho, Jin-Rae (부산대학교 기계공학부 / (주)마이다스아이티) Bae, Soo-Ryong (국방과학연구소) |
1 | Mead, D. J. and Markus, S., 1969, The Forced Vibration of a Three-layer Damped Sandwich Beam with Arbitrary Boundary Conditions, J. of Sound and Vibration, Vol. 10, No. 2, pp. 163-175. DOI |
2 | Yan, M. J. and Dowell, E. H., 1972, Governing Equations for Vibrating Constrained Layer Damping of Sandwich Plates and Beams, Trans. of the ASME, J. of Applied Mechanics, Vol. 39, No. 3, pp. 1041-1046. DOI |
3 | Rao, D. K., 1978, Frequency and Loss Factors of Sandwich Beams under Various Boundary Conditions, J. of Mechanical Engineering Science, Vol. 20, No. 5, pp. 271-282. DOI |
4 | Park, E. S., Bahk, S. M., Park, M. K. and Park, S. K., 1997, A Study on the Characteristics of Vibration Damping of a Beam with Inserted Viscoelastic Layer, Transactions of the Korean Society for Noise and Vibration Engineering, Vol. 7, No. 3, pp. 511-519. 과학기술학회마을 |
5 | Seo, Y. S., Jeong, W. B. and Shin, J. Y., 2005, Vibration Analysis of Damped Sandwich Beam Using Finite Element Method, Proceedings of the KSNVE Annual Spring Conference, pp. 978-981. 과학기술학회마을 |
6 | Won, S. G. and Jeong, W. B., 2005, Forced Vibration Analysis of Multi-layered Damped Sandwich Beam, Proceedings of the KSNVE Annual Autumn Conference, pp. 608-611. 과학기술학회마을 |
7 | Nam, D. H., Shin, Y. H. and Kim, K. J., 2006, A Method to Determine Optimum Viscoelastic Layer Thickness of Sandwich Plate for Maximum Modal Damping, Transactions of the Korean Society for Noise and Vibration Engineering, Vol. 16, No. 7, pp. 690-696. 과학기술학회마을 DOI |
8 | Petyt, M., 1990, Introduction to Finite Element Vibration Analysis, Cambridge University Press, New York. |
9 | DiTaranto, R. A., 1965, Theory of Vibratory Bending for Elastic and Viscoelastic Finite Length Beams, Trans. of the ASME, J. of Applied Mechanics, Vol. 32, pp. 881-886. DOI |
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