Dynamic Time-History Response of Cylindrical Tank Considering Fluid - Structure Interaction due to Earthquake

Article Preview

Abstract:

Ground-supported cylindrical tanks are used to store a variety of liquids. The fluid was develops a hydrodynamic pressures on walls and bottom of the tank during earthquake. This paper provides dynamic time-history response of concrete open top cylindrical liquid storage tank considering fluid-structure interaction due to earthquake. Numerical model of cylindrical tank was performed by application of the Finite Element Method (FEM) utilizing software ADINA. Arbitrary-Lagrangian-Eulerian (ALE) formulation was used for the problem analysis. Two way Fluid-Structure Interaction (FSI) techniques were used for the simulation of the interaction between the structure and the fluid at the common boundary

You might also be interested in these eBooks

Info:

Periodical:

Pages:

66-69

Citation:

Online since:

August 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] G. K. Batchelor, An introduction to fluid dynamics. Cambridge University Press; (1967).

Google Scholar

[2] J. Benčat, D., Papán, Buildings Structure Response Due to Rail-Way Traffic Prediction Model In: ICSV18, 18th International Congres on Sound Vibration, 10 - 14 July 2011, Rio de Janeiro, Brazil, pp.1-8.

Google Scholar

[3] J. Habenberger, J. Schwarz, Damping effects of the fluid in cylindrical liquid storage tanks. Earthquake Engineering and Structural Dynamics, (2005).

Google Scholar

[4] N. Jendželovský, J. Sumec, Stress-strain fields of the reinforced water tower under seismic loads. In: 9th international scientific conference VSU' 2009, 4 - 5 June, 2009, Sofia, Bulgaria, Vol. 1. Sofia. L. Karavelov civil engineering higher school, 2009. p. I76-I-80.

Google Scholar

[5] E. Kock, L. Olson, Fluid-structure interaction analysis by the finite element method-a variational approach. International Journal for Numerical Methods in Engineering, Vol. 31, Issue 3, pp.463-491, March 1991, John Wiley & Sons, Ltd.

DOI: 10.1002/nme.1620310305

Google Scholar

[6] J. Králik, Dynamic analysis of soil-fluid-tank interaction due to earthquake even. In: Dynamika tuhých a deformovatelných těles 2012, sborník přednášek z 10. mezinárodní conference, 10. - 12. října 2012, Ústí n. Labem, Česká republika.

Google Scholar

[7] J. Melcer, Experimental testing of a bridge. Applied Mechanics and Materials, Volume 486, 2014, Pages 333-340.

Google Scholar

[8] H. Lamb, Hydrodynamics. 6th ed New York, Dover Publications; (1945).

Google Scholar

[9] V. Michalcová, S. Kuznětsov, S. Pospíšil, Models of load on buldings from the effects of the flow field, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. Vol. 13, Issue 2, p.91.

DOI: 10.2478/tvsb-2013-0014

Google Scholar

[10] C. Nitikitpaiboon, K. J. Bathe, An arbitrary Lagrangian-Eulerian velocity potential formulation for fluid-structure interaction. Computers & Structures, 1993. Vol. 47, No. 4/5, p.871–891, Great Britain.

DOI: 10.1016/0045-7949(93)90364-j

Google Scholar

[11] L. G. Olson, K. J. Bathe, Analysis of fluid-structure interactions. A direct symmetric coupled formulation based on the fluid velocity potential. Computers & Structures, 1985, Vol. 21, No. 1/2, p.21–32. U.S. A.

DOI: 10.1016/0045-7949(85)90226-3

Google Scholar

[12] EN 1998-4: 2006 Eurocode 8. Design of structures for earthquake resistance. Part 4: Silos, tanks and pipelines, CEN, Brussels, (2006).

DOI: 10.3403/30047498u

Google Scholar

[13] Theory and Modeling Guide, Volume I: ADINA. December, (2012).

Google Scholar