Analysis of submarine outfalls subjected to wave load

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dc.contributor.authorGücüyen, E
dc.date.accessioned2024-07-18T11:39:55Z
dc.date.available2024-07-18T11:39:55Z
dc.description.abstractSignificant improvements have been made in recent years in the field of submarine outfall construction technology. Such an advancement, resulted in structural improvements of submarine outfalls, especially with regard to diffuser pipes, risers, and ports. The paper focuses on the modelling of one part of submarine outfall, namely the diffuser pipes made of various materials, and on the effects of their surroundings (internal and external flows). The fluid structure interaction technique is applied in the analyses. The analyses conducted in the paper show that the highest stress values are obtained in the pipe-riser connections. Highest displacements are observed when wave load is axially applied on the structure.
dc.identifier.issn0350-2465
dc.identifier.other1333-9095
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/1994
dc.language.isoCroatian
dc.publisherCROATIAN SOC CIVIL ENGINEERS-HSGI
dc.subjectFLUID-STRUCTURE INTERACTION
dc.subjectSTATION
dc.subjectWATER
dc.subjectFLOW
dc.titleAnalysis of submarine outfalls subjected to wave load
dc.typeArticle

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