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contributor authorJ. R. Buzek
contributor authorH. I. Epstein
date accessioned2017-05-08T23:27:57Z
date available2017-05-08T23:27:57Z
date copyrightNovember, 1988
date issued1988
identifier issn0094-9930
identifier otherJPVTAS-28305#457_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104336
description abstractGrain storage silos are essentially pressure vessels, but unlike liquid or gas storage vessels, grain in silos is not always distributed axisymmetrically. Remnant grain obtained from discharging underneath along a diametrical line forms grain ungulas. This produces uneven pressures around the circumference of the silo. The resulting forces have led to buckling in some steel storage silos. This article demonstrates how to approximately calculate these forces in the silo and shows why they can cause buckling of an improperly designed tank. Sufficient base anchorage is suggested as the most effective means for elimination of this buckling problem.
publisherThe American Society of Mechanical Engineers (ASME)
titlePreventing Buckling in Grain Storage Silos
typeJournal Paper
journal volume110
journal issue4
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.3265629
journal fristpage457
journal lastpage460
identifier eissn1528-8978
treeJournal of Pressure Vessel Technology:;1988:;volume( 110 ):;issue: 004
contenttypeFulltext


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