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contributor authorZ. Lu
contributor authorD. V. Swenson
contributor authorD. L Fenton
date accessioned2017-05-08T23:51:21Z
date available2017-05-08T23:51:21Z
date copyrightAugust, 1996
date issued1996
identifier issn0094-9930
identifier otherJPVTAS-28369#326_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117540
description abstractThis paper presents the results of an investigation into the frangible joint behavior of tanks designed to API 650 rules. In such tanks, the roof-to-shell joint is intended to fail in the event of overpressurization, venting the tank and containing any remaining fluid. The reasoning behind present API design formulas is reviewed. Combustion analyses, structural analyses, and the results of testing are presented. Results show that higher pressures are reached before frangible joint failure than predicted by the present API 650 calculation. One consequence is that (for empty tanks) uplift of the bottom can be expected to occur more frequently than predicted using API 650. However, uplift does not necessarily mean bottom failure. Instead, the relative strength of the shell-to-bottom and roof-to-shell joints will determine failure. This ratio is larger for larger tanks. Recommendations are made as to possible changes in the design approach of API 650.
publisherThe American Society of Mechanical Engineers (ASME)
titleFrangible Roof Joint Behavior of Cylindrical Oil Storage Tanks Designed to API 650 Rules
typeJournal Paper
journal volume118
journal issue3
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2842195
journal fristpage326
journal lastpage331
identifier eissn1528-8978
keywordsRoofs
keywordsStorage tanks
keywordsAmerican Petroleum Institute
keywordsShells
keywordsFailure
keywordsDesign
keywordsTesting
keywordsCombustion
keywordsFluids
keywordsStructural analysis AND Formulas
treeJournal of Pressure Vessel Technology:;1996:;volume( 118 ):;issue: 003
contenttypeFulltext


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