Show simple item record

contributor authorSuresh Kumar, D.
contributor authorAchani, D.
contributor authorSunny, M. R.
contributor authorSahoo, T.
date accessioned2019-03-17T09:26:08Z
date available2019-03-17T09:26:08Z
date copyright1/17/2019 12:00:00 AM
date issued2019
identifier issn0892-7219
identifier otheromae_141_04_041701.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255488
description abstractThis study focuses on the buckling of pipelines in shallow waters subjected to surface gravity waves. The wave-induced uplift forces on pipelines buried in sandy seabeds are investigated using Biot's consolidation model. Empathetic imperfection model proposed by Taylor and Tran (1994, “Experimental and Theoretical Studies in Subsea Pipeline Buckling, Mar. Struct., 9(2), pp. 211–257.) is used for the study. Thereafter, buckling analyses are performed on the pipeline with the combined temperature and the wave-induced loads. The differences in the critical buckling temperatures for the pipe with consideration of wave loads are analyzed within a range of sea states. The influence of wave loads is found significant for low burial depth ratios.
publisherThe American Society of Mechanical Engineers (ASME)
titleInfluence of Wave-Induced Uplift Forces on Upheaval Buckling of Pipelines Buried in Sandy Seabeds
typeJournal Paper
journal volume141
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.4042097
journal fristpage41701
journal lastpage041701-10
treeJournal of Offshore Mechanics and Arctic Engineering:;2019:;volume( 141 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record