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dc.contributor.authorZhang, Xiangfeng
dc.contributor.authorYue, Qianjin
dc.contributor.authorZhang, Wenshou
dc.date.accessioned2017-05-09T01:22:37Z
dc.date.available2017-05-09T01:22:37Z
dc.date.issued2015
dc.identifier.issn0892-7219
dc.identifier.otheromae_137_01_011701.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/159346
dc.description.abstractDeep water pipeline installations by Slay present many challenges, especially in the overbend section. The Slay requires a long curved and stiff stinger to support the pipeline weight. The interaction between the overbend pipe and stinger is complicated such that the numerical structure analysis could not sufficiently predict the mechanical behavior of the installing process. A dynamic substructure model test method with 1:20 length scale for 2000 m water depth is addressed in this paper, where the large scale model structure can be tested to simulate the vessel movements during installation. The roller forces influenced by the stinger stiffness and vessel movements are discussed based on the test platform.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleThe Model Test of Deep Water S Lay Stinger Using Dynamical Substructure Method
dc.typeJournal Paper
dc.journal.volume137
dc.journal.issue1
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.4028879
dc.journal.fristpage11701
dc.journal.lastpage11701
dc.identifier.eissn1528-896X
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;2015:;volume( 137 ):;issue: 001
dc.contenttypeFulltext


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