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contributor authorD. T. Lau
contributor authorX. Zeng
date accessioned2017-05-08T23:51:21Z
date available2017-05-08T23:51:21Z
date copyrightAugust, 1996
date issued1996
identifier issn0094-9930
identifier otherJPVTAS-28369#278_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117535
description abstractThis paper presents a simplified mathematical model for modeling the flexible bottom plate in an unanchored cylindrical liquid storage tank partially uplifted under the static tilt condition. In this model, the cylindrical tank is divided into substructures according to the deformation-resistant mechanisms involved. The modeling of each substructure is based on the Ritz formulation. Numerical results are presented and compared with reported experimental measurements. The results show that the simplified mathematical model is efficient. Practical and accurate results can be obtained using the model leading to a better understanding of the uplift mechanism. The relationship of the uplift behavior with the static tilt angle is also presented and discussed.
publisherThe American Society of Mechanical Engineers (ASME)
titleGeneration and Use of Simplified Uplift Shape Functions in Unanchored Cylindrical Tanks
typeJournal Paper
journal volume118
journal issue3
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2842190
journal fristpage278
journal lastpage286
identifier eissn1528-8978
keywordsDeformation
keywordsMeasurement
keywordsModeling
keywordsFunctions
keywordsShapes
keywordsMechanisms AND Storage tanks
treeJournal of Pressure Vessel Technology:;1996:;volume( 118 ):;issue: 003
contenttypeFulltext


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