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dc.contributor.authorMatin Nikoo, H.
dc.contributor.authorBi, Kaiming
dc.contributor.authorHao, H.
dc.date.accessioned2017-12-10T12:39:40Z
dc.date.available2017-12-10T12:39:40Z
dc.date.created2017-12-10T12:20:15Z
dc.date.issued2018
dc.identifier.citationMatin Nikoo, H. and Bi, K. and Hao, H. 2018. Effectiveness of using pipe-in-pipe (PIP) concept to reduce vortex-induced vibrations (VIV): Three-dimensional two-way FSI analysis. Ocean Engineering. 148: pp. 263-276.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/59298
dc.identifier.doi10.1016/j.oceaneng.2017.11.040
dc.description.abstract

Pipe-in-pipe (PIP) systems have been increasingly used in offshore applications because of their favourable thermal insulation capacity. Very recently, the conventional PIP system was slightly revised by using carefully designed springs and dashpots to connect the inner and outer pipes. This revised PIP system can be considered as a structure-Tuned Mass Damper (TMD) system. It therefore has the potential to mitigate the offshore structural vibrations induced by various sources such as earthquake excitation and/or vortex shedding. This paper carries out three-dimensional (3D) numerical simulations to investigate the effectiveness of the proposed method. The cross-flow oscillation of the conventional and optimized PIP systems are numerically investigated by developing a two-way coupled Fluid-Structure Interaction (FSI) framework for computational fluid dynamics (CFD) analysis. The developed FSI model is validated with the available experimental and numerical benchmark data on a single cylinder. This validated model is then extended to the PIP system to study its efficiency for Vortex-Induced Vibration (VIV) suppression. Numerical results show that the optimized PIP system can noticeably reduce VIV.

dc.publisherElsevier
dc.relation.sponsoredbyhttp://purl.org/au-research/grants/arc/DE150100195
dc.titleEffectiveness of using pipe-in-pipe (PIP) concept to reduce vortex-induced vibrations (VIV): Three-dimensional two-way FSI analysis
dc.typeJournal Article
dcterms.source.volume148
dcterms.source.startPage263
dcterms.source.endPage276
dcterms.source.issn0029-8018
dcterms.source.titleOcean Engineering
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusFulltext not available


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