by Lazaros Patkas

Graduate Diploma Thesis, February 2005

ABSTRACT

A mathematical model is developed for calculating linear sloshing effects in the dynamic response of horizontal-cylindrical and spherical liquid containers under external excitation, with emphasis on earthquake excitation. The velocity potential is expressed in a series form, where each term is the product of a time function and the associated spatial function. Because of the configuration of the containers, the associated spatial functions are non-orthogonal, and the problem is not separable, resulting in a system of coupled non-homogeneous ordinary linear differential equations. The solution can be obtained through either direct integration or modal analysis and the rate of convergence of the solution is examined. Particular emphasis is given on the cases of half-full cylinders and spheres, where explicit expressions for the coefficients of the governing equations are derived. Using the proposed methodology, sloshing frequencies and masses are calculated rigorously for arbitrary liquid height of horizontal-cylindrical or spherical containers, and the response under two characteristic seismic events is obtained. The results describe the linear dynamic response of such containers and can be used for an efficient seismic analysis and design of industrial pressure vessels.

 

Sway Stability2 1 clip image002  Sway Stability2 1 clip image004

 Figure 1

Sway Stability2 1 clip image006   Sway Stability2 1 clip image008

Figure 2

Spyros A. Karamanos, PhD

Department of Mechanical Engineering | University of Thessaly | Pedion Areos, Volos 38334, Greece
Phone: +30 - 24210 74086, 74360 | Fax : +30 - 24210 74360 | Email: This email address is being protected from spambots. You need JavaScript enabled to view it.

Go to top