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contributor authorGay Neto
contributor authorAlfredo;de Arruda Martins
contributor authorClóvis; Malta
contributor authorEduardo Ribeiro;Tanaka
contributor authorRafael Loureiro; Godinho
contributor authorCarlos Alberto Ferreira
date accessioned2017-12-30T11:43:35Z
date available2017-12-30T11:43:35Z
date copyright9/11/2017 12:00:00 AM
date issued2017
identifier issn0892-7219
identifier otheromae_139_06_061701.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4242843
description abstractWhen the external sheath of flexible pipes experiences damage, seawater floods the annulus. Then, the external pressure is applied directly on the internal polymeric layer, and the load is transferred to the interlocked carcass, the innermost layer. In this situation, the so-called wet collapse failure of the interlocked carcass can occur. Simplified methodologies to address such a scenario, using restricted three-dimensional (3D) finite element models, are presented in this work. They are compared with full 3D models, studying both straight and curved flexible pipes scenarios. The curvature of the flexible pipe is shown to be important for wet collapse pressure predictions.
publisherThe American Society of Mechanical Engineers (ASME)
titleSimplified Finite Element Models to Study the Wet Collapse of Straight and Curved Flexible Pipes
typeJournal Paper
journal volume139
journal issue6
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.4037291
journal fristpage61701
journal lastpage061701-10
treeJournal of Offshore Mechanics and Arctic Engineering:;2017:;volume( 139 ):;issue: 006
contenttypeFulltext


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