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contributor authorC. Yang
contributor authorR. C. Ertekin
date accessioned2017-05-08T23:39:18Z
date available2017-05-08T23:39:18Z
date copyrightFebruary, 1992
date issued1992
identifier issn0892-7219
identifier otherJMOEEX-28080#36_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/110717
description abstractA three-dimensional time domain approach is used to study nonlinear wave diffraction by a fixed, vertical circular-cylinder that extends to the sea floor. In this approach, the development of the flow can be obtained by a time-stepping procedure, in which the velocity potential of the flow at any instant of time is obtained by the boundary-element method. In the numerical calculations, the exact body-boundary condition is satisfied on the instantaneous wetted surface of the cylinder, and an extended Sommerfeld condition is developed and used as the numerical radiation condition. The fourth-order Adams-Bashford method is employed in the time stepping scheme. Calculations are done to obtain the nonlinear diffraction of solitary waves and Stokes second-order waves by a vertical circular-cylinder. Numerical results are compared with the available linear and second-order wave-force predictions for some given wave height and wavelength conditions, and also with experimental data. Present horizontal force results agree better with the experimental data than the previous predictions.
publisherThe American Society of Mechanical Engineers (ASME)
titleNumerical Simulation of Nonlinear Wave Diffraction by a Vertical Cylinder
typeJournal Paper
journal volume114
journal issue1
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2919950
journal fristpage36
journal lastpage44
identifier eissn1528-896X
keywordsDiffraction
keywordsComputer simulation
keywordsCylinders
keywordsNonlinear waves
keywordsWaves
keywordsFlow (Dynamics)
keywordsCircular cylinders
keywordsForce
keywordsWavelength
keywordsRadiation (Physics)
keywordsBoundary element methods
keywordsSeabed AND Wave forces
treeJournal of Offshore Mechanics and Arctic Engineering:;1992:;volume( 114 ):;issue: 001
contenttypeFulltext


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