Title of article
Refined Solutions of Externally Induced Sloshing in Half-Full Spherical Containers
Author/Authors
Papaspyrou، S. نويسنده , , Valougeorgis، D. نويسنده , , Karamanos، S. A. نويسنده ,
Issue Information
ماهنامه با شماره پیاپی سال 2003
Pages
-1368
From page
1369
To page
0
Abstract
A mathematical model is developed for calculating liquid sloshing effects such as hydrodynamic pressures and forces in halffull spherical containers under arbitrary external 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 spherical configuration, the problem is not separable and the associated spatial functions are nonorthogonal. Application of the boundary conditions results in a system of coupled nonhomogeneous ordinary linear differential equations. The system is solved numerically, implementing a typical fourth-order Runge-Kutta integration scheme. The proposed simple methodology is capable of predicting sloshing effects in half-full spherical containers under arbitrary external excitation in an accurate manner. Hydrodynamic pressures and horizontal forces on the wall of a spherical container are calculated for real earthquake ground motion data. Dissipation effects are included in the present formulation, and their influence on the response is examined. Finally, it is shown that for the particular case of harmonic excitation, the system of ordinary differential equations results in a system of linear algebraic equations, which yields an elegant semianalytical solution.
Keywords
Railroad tracks , Pressure distribution , Steady state models , Elastic foundations , Transverse shear , Continuous beams , differential equations , Dynamic response
Journal title
JOURNAL OF ENGINEERING MECHANICS
Serial Year
2003
Journal title
JOURNAL OF ENGINEERING MECHANICS
Record number
46913
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