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Mathematical Solution for Evaluating Fluid Pressure on Rigid Flat-Bottom Cylindrical Shell Tanks Due to Uplift Motion

[+] Author Affiliations
Tomoyo Taniguchi, Yoshinori Ando

Tottori University, Tottori, Tottori, Japan

Paper No. PVP2007-26449, pp. 227-234; 8 pages
doi:10.1115/PVP2007-26449
From:
  • ASME 2007 Pressure Vessels and Piping Conference
  • Volume 8: Seismic Engineering
  • San Antonio, Texas, USA, July 22–26, 2007
  • Conference Sponsors: Pressure Vessels and Piping Division
  • ISBN: 0-7918-4286-X | eISBN: 0-7918-3804-8
  • Copyright © 2007 by ASME

abstract

Solving the equation of continuity given by the Laplace equation on the cylindrical coordinates, the mathematical solution for evaluating fluid pressure on rigid flat-bottom cylindrical shell tanks is derived. However, since difficulty of applying asymmetric boundary conditions on the cylindrical coordinates which trace realistic uplift motion of tanks restricts application of the preceding mathematical solution to the actual case scenario, the slice model consisting of a rigid rectangular tank with unit depth on a parallel plane to the uplift motion and offsetting from a center of tanks is developed. Comparison reveals applicability of the slice model for evaluating the fluid pressure on the rigid flat-bottom cylindrical rigid shell tanks.

Copyright © 2007 by ASME

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