TECHNICAL PAPERS
Aug 1, 1993

Dynamic Analysis of Generalized Viscoelastic Fluids

Publication: Journal of Engineering Mechanics
Volume 119, Issue 8

Abstract

A general boundary‐element formulation is presented for the prediction of the dynamic response of fluids with viscoelastic behavior. The fluid is modeled by a generalized constitutive relation that contains either complex‐valued parameters and complex‐order derivatives or real‐valued parameters and fractional‐order derivatives. These models are consistent with basic theories and are not arbitrary constructions. The models are valid for linear viscoelastic fluid behavior and are limited to fluid motions with infinitesimally small displacement gradients. The governing equations are transformed into the Laplace domain and the infinite space fundamental solution is derived. The resulting integral equations are then solved by numerical procedures. The method is applied in the prediction of the dynamic mechanical properties of a viscous damper containing a viscoelastic fluid in the form of silicon gel. The fluid is modeled by a fractional derivative Maxwell model. The predicted mechanical properties of the device are found to be in excellent agreement with experimental results.

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References

1.
Abramowitz, M., and Stegun, I. A. (1970). Handbook of mathematical functions. Dover Publications, New York, N.Y.
2.
Ahmad, S., and Banerjee, P. K. (1988). “Multi‐domain BEM for two‐dimensional problems of elastodynamics.” Int. J. Numer. Methods in Engrg., 26, 891–911.
3.
Bagley, R. L., and Torvik, P. J. (1983a). “Fractional calculus—a different approach to the analysis of viscoelastically damped structures.” AIAA J., 21(5), 742–748.
4.
Bagley, R. L., and Torvik, P. J. (1983b). “A theoretical basis for the applications of fractional calculus to viscoelasticity.” J. Rheology, 27(3), 201–210.
5.
Banerjee, P. K., and Butterfield, R. (1981). Boundary element methods in engineering science. McGraw‐Hill, London, U.K.
6.
Bird, B., Armstrong, R., and Hassager, O. (1987). Dynamics of polymeric liquids. J. Wiley and Sons, New York, N.Y.
7.
Dargush, G. F., and Banerjee, P. K. (1991a). “A time‐dependent incompressible viscous BEM for moderate Reynolds numbers.” Int. J. Numer. Methods in Engrg., 31(8), 1627–1648.
8.
Dargush, G. F., and Banerjee, P. K. (1991b). “Steady thermoviscous flow by the boundary element method.” Int. J. Numer. Methods in Engrg., 31(8), 1605–1626.
9.
Dargush, G. F., and Banerjee, P. K. (1991c). “A boundary element method for axisymetric soil consolidation.” Int. J. Solids and Struct., 28, 897–915.
10.
Davis, H. T. (1936). The theory of linear operators, The Principia Press, Bloomington, Ind.
11.
Germant, A. (1938). “On fractional differentials.” Philosophical Magazine, 25, 540–549.
12.
Hardin, B. O. (1965). “The nature of damping in sands.” J. Soil Mech. Found. Div., ASCE, 91(1), 63–97.
13.
Huffman, G. (1985). “Full base isolation for earthquake protection by helical springs and viscodampers.” Nuclear Engrg. and Des., 84, 331–338.
14.
Koeller, R. C. (1984). “Applications of fractional calculus to the theory of viscoelasticity.” J. Appl. Mech., 51(2), 299–307.
15.
Landau, L. D., and Lifshitz, E. M. (1987). “Fluid mechanics.” Course of theoretical physics, Vol. 6, Pergamon Press, Oxford, U.K.
16.
Makris, N. (1991). “Theoretical and experimental investigation of viscous dampers in applications of seismic and vibration isolation,” PhD thesis, State Univ. of New York at Buffalo, Buffalo, N.Y.
17.
Makris, N., and Constantinou, M. C. (1991). “Fractional derivative model for viscous dampers.” J. Struct. Engrg., ASCE, 117(9), 2708–2724.
18.
Makris, N., and Constantinou, M. C. (1992). “Spring‐viscous damper system for combined seismic and vibration isolation.” Earthquake Engrg. and Struct. Dyn., 21(8), 649–664.
19.
Makris, N., and Constantinou, M. C. (1993). “Models of viscoelasticity with complex‐order derivatives.” J. Engrg. Mech., ASCE, 119(7), 1453–1464.
20.
Makris, N. (1993). “Complex‐parameter Kelvin model for foundations.” Earthquake Engrg. and Struct. Dyn., (submitted).
21.
Oldham, K. B., and Spanier, J. (1974). The fractional calculus, Academic Press, San Diego, Calif.
22.
Oseen, C. W. (1927). Neuere Methoden und Ergebnisse in der Hydrodynamik. Akad. Verlagsgesellschaft, Leipzig, Germany (in German).
23.
“Pipework dampers.” (1986). Tech. Rep., GERB Vibration Control, Westmont, Ill.
24.
Rabotnov, Y. N. (1980). Elements of hereditary solid mechanics, Mir Publishers, Moscow, Russia.
25.
Shi, Y. (1992). “Fundamental solutions and boundary element formulation for convective fluid flow,” PhD thesis, State Univ. of New York at Buffalo, Buffalo, N.Y.
26.
Rogers, L. (1983). “Operators and fractional derivatives for viscoelastic constitutive equations.” J. Rheology, 27(4), 351–372.
27.
Smith, W., and de Vries, H. (1970). “Rheological models containing fractional derivatives.” Rheological Acta, 9, 525–534.
28.
Wolf, J. P. (1991). “Consistent lumped‐parameter models for unbounded soil: physical representation.” Earthquake Engrg. and Struct. Dyn., 20, 11–32.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 119Issue 8August 1993
Pages: 1663 - 1679

History

Received: Aug 10, 1992
Published online: Aug 1, 1993
Published in print: Aug 1993

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Authors

Affiliations

Nicos Makris
Asst. Prof., Dept. of Civ. Engrg. and Geol. Sci., Univ. of Notre Dame, Notre Dame, IN 46556
G. F. Dargush
Res. Assoc. Prof., Dept. of Civ. Engrg., State Univ. of New York, Buffalo, NY 14260
M. C. Constantinou
Assoc. Prof., Dept. of Civ. Engrg., State Univ. of New York, Buffalo, NY 14260

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