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The Sloshing Simulation of Floating Roof Tank

[+] Author Affiliations
Masahiro Miura

Idemitsu Engineering Company, Ltd., Chiba, Japan

Tsutomu Kikuchi

Idemitsu Kousan Company, Ltd., Japan

Paper No. PVP2005-71439, pp. 275-281; 7 pages
doi:10.1115/PVP2005-71439
From:
  • ASME 2005 Pressure Vessels and Piping Conference
  • Volume 7: Operations, Applications, and Components
  • Denver, Colorado, USA, July 17–21, 2005
  • Conference Sponsors: Pressure Vessels and Piping Division
  • ISBN: 0-7918-4192-8 | eISBN: 0-7918-3763-7
  • Copyright © 2005 by ASME

abstract

It is well known when the natural period of tank is same to speed response value by an earthquake that the sloshing height of the floating roof is remarkably amplified. Although it is important to clarify the behavior of the floating roof induced the sloshing for preventing tank damage, the mechanism of behavior of the floating roof has not been fully analyzed at present. Therefore a finite element method (FEM) is carried out based on the useful information such as actual seismic wave, sloshing wave height, damage situation of tank, etc. Then the cause of the failure is well understood by comparing the simulation result and actual failure situation.

Copyright © 2005 by ASME
Topics: Simulation , Roofs , Sloshing

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