TECHNICAL NOTES
Apr 1, 1999

Coupled Slosh Dynamics of Liquid-Filled, Composite Cylindrical Tanks

Publication: Journal of Engineering Mechanics
Volume 125, Issue 4

Abstract

The present paper concerns the hydrodynamic coupling of fluid with laminated composite cylinders under small displacements. A numerical model using finite-element technique is presented to study the dynamics of inviscid, incompressible liquid inside thin-walled, flexible, composite cylindrical tanks. The finite-element equations of motion for both the tank wall and the fluid domain are formulated and numerically integrated using Newmark's predictor–multicorrector algorithm. Both fluid transients and structure dynamics problems are dealt with separately before solving for the coupled interaction problems. The solution procedures are applied to both rigid and flexible fluid-tank systems to demonstrate the effect of tank flexibility on the slosh characteristics and the structural response.

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References

1.
Abramson, H. N. ( 1966). “The dynamic behavior of liquids in moving containers.” NASA SP-106, National Aeronautics and Space Administration, Washington, D.C.
2.
Aslam, M., Godden, W. G., and Scalise, D. T. (1979). “Earthquake sloshing in annular and cylindrical tanks.”J. Engrg. Mech. Div., ASCE, 105(3), 371–389.
3.
Haroun, M. A., and Housner, G. W. ( 1979). “Earthquake response of deformable liquid storage tanks.” J. Appl. Mech., 48, 411–418.
4.
Hughes, T. J. R., and Liu, W. K. ( 1978). “Implicit-explicit finite elements in transient analysis: Stability theory.” J. Appl. Mech., 45, 371–374.
5.
Kim, J. K., Koh, H. M., and Kwahk, I. J. (1996). “Dynamic response of rectangular flexible fluid containers.”J. of Engrg. Mech., ASCE, 122, 807–817.
6.
Liu, W. K., and Ma, D. C. ( 1982). “Coupling effect between liquid sloshing and flexible fluid-filled systems.” Nuclear Engrg. and Des., 72, 345–357.
7.
Morand, H., and Ohayon, R. ( 1979). “Substructure variational analysis of the vibrations of coupled fluid-structure systems: Finite element results.” Int. J. Numer. Methods in Engrg., 14, 741–755.
8.
Reddy, J. N., and Chandrashekhara, K. ( 1985). “Geometrically non-linear transient analysis of laminated, doubly curved shells.” Int. J. Non-Linear Mech., 20, 79–34.
9.
Wung, P. M. ( 1997). “Laminated composite structures by continuum-based shell elements with transverse deformations.” Comp. and Struct., 62, 1073–1090.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 4April 1999
Pages: 491 - 495

History

Published online: Apr 1, 1999
Published in print: Apr 1999

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Res. Scholar, Indian Inst. of Technol, Kharagpur 721 302, India.
Assoc. Prof., Dept. of Civ. Engrg., Indian Inst. of Technol, Kharagpur 721 302, India.
Prof., Dept. of Aerosp. Engrg., Indian Inst. of Technol, Kharagpur 721 302, India. E-mail: [email protected]

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