Verlagslink DOI: 10.1177/1475090214529425
Titel: A method to simplify perturbation analyses of periodical flows
Sprache: English
Autor/Autorin: Söding, Heinrich 
Schlagwörter: potential flow;free surface;oscillatory motion;heave;sway;flow force
Erscheinungsdatum: 2014
Verlag: Sage Publ.
Quellenangabe: Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment 1 (230): 22-32 (2014)
Zeitschrift oder Schriftenreihe: Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment 
Zusammenfassung (englisch): Perturbation methods up to first order with respect to motion or wave amplitude are common in seakeeping predictions. For higher than first order, lengthy theoretical analyses are required. They result in complicated formulae requiring high programming effort, and often the well-established numerical methods for first-order quantities fail when applied to second-order flow quantities. Both the derivation of the required expressions and their programming are simplified by using mathematical entities called perturbators. The concept of perturbators is described, and their application is demonstrated, for a two-dimensional test problem: A cylinder with horizontal axis partly immersed into an ideal fluid. The cylinder performs sinusoidal heave, sway, and roll motions. Stationary and double-frequency second-order forces are determined. For a heaving semicircle, vertical forces are determined numerically and compared to published results.
URI: http://tubdok.tub.tuhh.de/handle/11420/1566
DOI: 10.15480/882.1563
ISSN: 2041-3084
Institut: Fluiddynamik und Schiffstheorie M-8 
Dokumenttyp: (wissenschaftlicher) Artikel
Lizenzhinweis: Dieser Beitrag ist mit Zustimmung des Rechteinhabers aufgrund einer (DFG geförderten) Allianz- bzw. Nationallizenz frei zugänglich. This publication is with permission of the rights owner freely accessible due to an Alliance licence and a national licence (funded by the DFG, German Research Foundation) respectively.
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