A Nonlinear Finite Element Study on Settlement and Releveling Procedure of a Large Deformed Steel Tank

Author:

Ayari H.1,Truong D.2,Sehn J.2,Truong K. T.3

Affiliation:

1. Stress Analyst Department of Mechanical Engineering, Ultragen Ltd., 50 Rue de Lauzon, Boucherville PQ J4B 1E6, Canada e-mail:

2. Project Engineer Department of Mechanical Engineering, Ultragen Ltd., 50 Rue de Lauzon, Boucherville PQ J4B 1E6, Canada e-mail:

3. President Mem. ASME Department of Mechanical Engineering, Ultragen Ltd., 50 Rue de Lauzon, Boucherville PQ J4B 1E6, Canada e-mail:

Abstract

An internal floating roof is to be installed on an existing large API storage tank. In order to ensure the proper functionality of the roof, the deformation of the shell has been monitored and analysed. The measurements on the shell ovality show that the actual radial deformation is beyond the acceptable limit for installation of a serviceable internal floating roof and corrective actions should be taken. Consequently, a series of tests and analyses were performed to provide a recommended practice to restore the tank to its round shape.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference6 articles.

1. Criteria for Settlement of Tanks;J. Geotech. Engrg. Div.,1982

2. Ovalization of Cylindrical Tanks as a Result of Foundation Settlement;J. Strain Anal. Eng. Des.,1977

3. Final Report on the Study of Out-of-Plane Tank Settlement API-N004 -0 -04,2007

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