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contributor authorA. J. Healey
contributor authorA. Flores
date accessioned2017-05-08T23:10:57Z
date available2017-05-08T23:10:57Z
date copyrightMarch, 1981
date issued1981
identifier issn0195-0738
identifier otherJERTD2-26381#106_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/94457
description abstractThis paper presents an analysis of the problem of reorientation of a riser pipe from an initially horizontal configuration during subsurface tow to the vertical position for installation. Front and rear barges support the pipe through cables. The orientation into a vertical configuration is accomplished by paying out the front cable. The pipe is treated as a Bernoulli-Euler beam with significant tension undergoing large angle deflections. A finite element procedure used state transfer matrices and successive linearization and the results show that the stress critical phase occurs when the pipe is going through the 60-deg angle to the horizontal direction.
publisherThe American Society of Mechanical Engineers (ASME)
titleAnalysis of the Horizontal to Vertical Orientation of Deep Water Risers
typeJournal Paper
journal volume103
journal issue1
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.3230806
journal fristpage106
journal lastpage108
identifier eissn1528-8994
keywordsPipeline risers
keywordsWater
keywordsPipes
keywordsCables
keywordsStress
keywordsFinite element analysis
keywordsDeflection AND Tension
treeJournal of Energy Resources Technology:;1981:;volume( 103 ):;issue: 001
contenttypeFulltext


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