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contributor authorWen-Huai Tsao
contributor authorTsang-Jung Chang
date accessioned2022-01-30T21:39:33Z
date available2022-01-30T21:39:33Z
date issued12/1/2020 12:00:00 AM
identifier other%28ASCE%29EM.1943-7889.0001878.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268615
description abstractThe sloshing phenomenon in an impervious rectangular and cylindrical tank filled with a porous medium is investigated in this article. Based on linear wave theory and Darcy’s law, the supplementary solutions of transient and steady-state motions can be solved. An equivalent mechanical system that accounts for the sloshing damping due to the porous medium is then established from a structural dynamics point of view. The model has the same kinetic energy, sloshing force, and overturning moment during excitation as actual flow. Therefore, dynamic equivalence can be guaranteed. The dynamic characteristics and modal responses of the liquid in the rectangular and cylindrical tanks are investigated. The analytical method is verified by an impulsive-excitation experiment. In this experiment, a linear wave response is observed, and the sloshing frequency and damping ratio are confirmed. The analytical method can predict the main characteristics of this flow regime very well.
publisherASCE
titleSloshing Phenomenon in Rectangular and Cylindrical Tanks Filled with Porous Media: Supplementary Solution and Impulsive-Excitation Experiment
typeJournal Paper
journal volume146
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001878
page13
treeJournal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 012
contenttypeFulltext


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