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contributor authorBipul
contributor authorHawlader
contributor authorSujan
contributor authorDutta
contributor authorAnup
contributor authorFouzder
contributor authorArash
contributor authorZakeri
date accessioned2017-05-08T22:27:43Z
date available2017-05-08T22:27:43Z
date copyrightDecember 2015
date issued2015
identifier other45792323.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81003
description abstractThe penetration of steel catenary risers and other cylindrical objects, such as offshore pipelines or T-bar penetrometers, in a soft clay seabed is of practical importance in deepwater oil and gas development. Finite-element (FE) analyses of these large-deformation problems are computationally very expensive. Water can also play a significant role through development of suction behind the riser. The main objective of the present study is to develop an advanced numerical modeling technique to simulate riser–seabed–water interaction near the touchdown zone. Keeping in mind two critical issues, namely the computational cost and modeling of suction, two different numerical modeling techniques are developed. In the first one, the computational fluid dynamics (CFD) approach is used. The CFD modeling is performed using
publisherAmerican Society of Civil Engineers
titlePenetration of Steel Catenary Riser in Soft Clay Seabed: Finite-Element and Finite-Volume Methods
typeJournal Paper
journal volume15
journal issue6
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000474
treeInternational Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
contenttypeFulltext


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