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dc.contributor.authorGay Neto
dc.contributor.authorAlfredo;de Arruda Martins
dc.contributor.authorClóvis; Malta
dc.contributor.authorEduardo Ribeiro;Tanaka
dc.contributor.authorRafael Loureiro; Godinho
dc.contributor.authorCarlos Alberto Ferreira
dc.date.accessioned2017-12-30T11:43:35Z
dc.date.available2017-12-30T11:43:35Z
dc.date.copyright9/11/2017 12:00:00 AM
dc.date.issued2017
dc.identifier.issn0892-7219
dc.identifier.otheromae_139_06_061701.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4242843
dc.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.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleSimplified Finite Element Models to Study the Wet Collapse of Straight and Curved Flexible Pipes
dc.typeJournal Paper
dc.journal.volume139
dc.journal.issue6
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.4037291
dc.journal.fristpage61701
dc.journal.lastpage061701-10
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;2017:;volume( 139 ):;issue: 006
dc.contenttypeFulltext


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