TECHNICAL PAPERS
Nov 13, 2009

Free Vibrations of Pultruded FRP Elements: Mechanical Characterization, Analysis, and Applications

Publication: Journal of Composites for Construction
Volume 13, Issue 6

Abstract

The research shows the results of experimental tests to establish the dynamic parameters of fiber-reinforced polymer (FRP) structural elements in the free vibration field. The tests and the analysis consider the simply supported configuration of pultruded elements characterized by glass fiber reinforcement, glass fiber-reinforced polymer (GFRP) and the thermosetting vinylester matrix subjected to flexural, transversal, and torsional vibrations. Comparison between the experimental results and numerical analysis and the finite element method is also presented. The dynamic response of GFRP structural elements is compared with the behavior of steel and aluminum elements. The results show a good performance, especially in the case of open cross-sectional profiles, considering the advantages deriving from the ratio between the dead load and total load of fiber reinforced composite material. Finally, the use of pultruded GFRP elements for new-built decks is investigated to detect possible resonance phenomena due to human-induced periodic vibrations.

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References

ASCE. (1984). Structural plastic design manual, Vol. 1–2, Reston, Va.
Bachmann, H. (1992). “Case studies of structures with man-induced vibrations.” J. Struct. Eng., 118(3), 631–647.
Bachmann, H., Pretlove, A. J., and Rainer, H. (1995). “Dynamic forces from rhythmical human body motions.” Vibration problems in structures: Practical guidelines, Birkhäuser, Basel, Switzerland.
Bank, L. C., and Kao, C. H. (1990). “Dynamic response of thin-walled composite material timoshenko beams.” J. Energy Resour. Technol., 112(2), 149–154.
Bastianini, F., Boscato, G., Russo, S., and Sciarretta, F. (2007). “Natural frequencies of pultruded profiles with different cross section.” Proc., Advanced Composites in Construction, ACIC ’07, York Publishing Services, York, U.K., 433–440.
CEB 209. (1991). Vibration problems in structures, practical guidelines, Comité Euro-International du Béton (CEB), Lausanne, Switzerland.
Clarke, J. L. (1996). “EUROCOMP design code and handbook.” Structural design of polymer composites, E & FN Spon, London.
Davalos, J. F., Salim, H. A., Qiao, P. Z., Lopez-Anido, R., and Barbero, E. J. (1996). “Analysis and design of pultruded FRP shake under bending.” Composites, Part B, 27(3–4), 295–305.
Gibson, R. F. (2000). “Modal vibration response measurements for characterization of composite materials and structures.” Compos. Sci. Technol., 60(15), 2769–2780.
Gibson, R. F., and Plunkett, R. (1976). “Dynamic mechanical behavior of fiber-reinforced composites: Measurement and analysis.” J. Compos. Mater., 10, 325–341.
Hashin, Z., and Rosen, B. W. (1964). “The elastic moduli of fiber-reinforced materials.” J. Appl. Mech., 31, 223–232.
Huang, T. C. (1961). “The effect of rotatory inertia and shear deformation on the frequency and normal mode equations of uniform beams with simple end conditions.” ASME J. Appl. Mech., 28, 579–584.
Keller, T. (2003). “Use of fibre reinforced polymers in bridge construction.” Structural engineering documents n.7, International Association for Bridge and Structural Engineering (IABSE-AIPC-IVBH, ETH, Hönggerberg, Zurich, Switzerland.
Lee, C. R., and Kam, T. Y. (2006). “System identification of partially restrained composite plates using measured natural frequencies.” J. Eng. Mech., 132(8), 841–850.
Librescu, L., and Song, O. (2006). Thin-walled composite beams theory and application, Springer, New York, 121–164.
Mottram, J. T., and Zheng, Y. (1999). “Further tests on beam-to-column connection for pultruded frames: Web-cleated.” J. Compos. Constr., 3(1), 3–11.
Naghipour, M., Taheri, F., and Zou, G. P. (2005). “Evaluation of vibration damping of glass-reinforced-polymer-reinforced glulam composite beams.” J. Struct. Eng., 131(7), 1044–1050.
Nori, C. V., McCarty, T. A., and Mantena, P. R. (1996). “Experimental and finite element analysis of pultruded glass-graphite/epoxy hybrids in axial and flexural modes of vibration.” J. Compos. Mater., 30, 1996–2018.
Nowinski, J. L. (1969). “On the transverse wave propagation in orthotropic timoshenko bars.” Int. J. Mech. Sci., 11, 689–693.
Qiao, P., Zou, G., and Song, G. (2002). “Analytical and experimental study of vibration behavior of FRP composite I-beams.” Proc., 15th ASCE Engineering Mechanics Conf., Reston, Va.
Russo, S. (2007). Strutture in composito: Sperimentazione, teoria e applicazioni, U. Hoepli, Milano, Italy.
Sun, C. T., and Lu, Y. P. (1995). Vibration damping of structural elements, Prentice-Hall, Englewood Cliffs, N.J., 105–156.
Timoshenko, S. P. (1921). “On the correction for shear of the differential equation for transverse vibrations of prismatic bars.” Philos. Mag., 41(245), 744–746.
Turvey, G. J., and Mulcahy, N. (2004). “Free vibration of clamped pultruded GRP circular plates with central circular cut-outs.” Proc., 4th Int. Conf. on Thin-Walled Structures ICTWS, Institute of Physics Publishing, London, 927–934.
Turvey, G. J., Mulcahy, N., and Widden, M. B. (2000). “Experimental and computed natural frequencies of square pultruded GRP plates: Effects of anisotropy, hole size ratio and edge support conditions.” Proc., Int. Workshop on Experimental Validation of Theoretical Predictions for Composite Structures, Elsevier Science, Melbourne, Australia, 391–403.
Vangipuram, R., Mantena, P. R., and Hickling, R. (1994). “Material property characterization of pultruded glass/epoxy composites using ultrasonic and vibration measurement.” Proc., National Conf. on Noise Control Engineering, Noise Control Foundation, New York, 831–836.
Živanović, S., Pavic, A., and Reynolds, P. (2005). “Vibration serviceability of footbridge under human-induced excitation: A literature review.” J. Sound Vib., 279, 1–74.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 13Issue 6December 2009
Pages: 565 - 574

History

Received: Feb 5, 2008
Accepted: Jul 28, 2009
Published online: Nov 13, 2009
Published in print: Dec 2009

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Authors

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Giosuè Boscato, Ph.D. [email protected]
Dept. of Construction, Iuav Univ. of Venice, Dorsoduro, 2206, Venice 30123, Italy. E-mail: [email protected]
Salvatore Russo [email protected]
Associate Professor of Structural Civil Engineering, Dept. of Construction, Iuav Univ. of Venice, Dorsoduro 2206, Venice 30123, Italy (corresponding author). E-mail: [email protected]

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