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contributor authorD. J. Miles
contributor authorC. R. Calladine
date accessioned2017-05-08T23:58:37Z
date available2017-05-08T23:58:37Z
date copyrightDecember, 1999
date issued1999
identifier issn0021-8936
identifier otherJAMCAV-26485#891_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121584
description abstractLateral buckling can occur in a submarine pipeline laid (without trenching) on the seabed, when the oil temperature rises. Motion of the (elastic) pipe relative to the sea bed is resisted by friction. The initial buckling is a localization phenomenon, and the first buckle lobes to form grow in amplitude most rapidly as the temperature increases. But as the temperature continues to rise, these early buckles cease growing, and growth is transferred to adjacent, newly formed lobes. The lobes first formed thus eventually become “extinct.” We investigate these phenomena by means of a small-scale physical model and by computer simulation. The results of many computer runs can be condensed into a few universal curves by the use of suitable dimensionless groups. Simple formulas emerge for the amplitude and wavelength of the “extinct” lobes, and for the maximum bending strain experienced by the pipeline, as a function of temperature.
publisherThe American Society of Mechanical Engineers (ASME)
titleLateral Thermal Buckling of Pipelines on the Sea Bed
typeJournal Paper
journal volume66
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2791794
journal fristpage891
journal lastpage897
identifier eissn1528-9036
keywordsPipelines
keywordsBuckling
keywordsSeabed
keywordsTemperature
keywordsWavelength
keywordsMotion
keywordsComputer simulation
keywordsUnderwater pipelines
keywordsFormulas
keywordsPipes
keywordsComputers AND Friction
treeJournal of Applied Mechanics:;1999:;volume( 066 ):;issue: 004
contenttypeFulltext


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