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The Effects of Combined Shear and Direct Loads on the Damping Behaviour of Unidirectional FRPs

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Abstract

This chapter describes a theoretical and experimental study of the effects of both applied and induced combined shear and direct loads on the damping of unidirectionally reinforced FRPs.

A theoretical model based on the energy being dissipated in the resin only is derived using equivalent strain analyses previously developed for isotropic materials. The model was applied to two different combined loading situations and predictions compared with experimental results.

Work carried out by author at the Institute of Sound and Vibration Research, University of Southampton, UK.

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References

  1. Hooker R. J., High damping metals, Ph.D. thesis, University of Southampton, 1975.

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  2. Willway T. A., Stiff light, highly damped CFRPs, and the effect of complex loads on damping, Ph.D. thesis, University of Southampton, 1986.

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  3. Lazan B. J., Damping of Materials and Members in Structural Mechanics, Oxford, Pergamon Press, 1968.

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  4. Nashif A. D., Jones D. J. G., and Henderson J. P., Vibration Damping, New York, Interscience, 1985.

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  5. Heybey O., and Karasz F. E., Experimental study of flexural vibrations of thick beams, Journal of Applied Physics, 47, No. 7 (1976), 3232.

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© 1987 Elsevier Applied Science Publishers Ltd

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Willway, T.A. (1987). The Effects of Combined Shear and Direct Loads on the Damping Behaviour of Unidirectional FRPs. In: Marshall, I.H. (eds) Composite Structures 4. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-3457-3_11

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  • DOI: https://doi.org/10.1007/978-94-009-3457-3_11

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-8048-4

  • Online ISBN: 978-94-009-3457-3

  • eBook Packages: Springer Book Archive

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