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contributor authorA. N. Williams
date accessioned2017-05-08T23:17:35Z
date available2017-05-08T23:17:35Z
date copyrightJune, 1984
date issued1984
identifier issn0195-0738
identifier otherJERTD2-26398#222_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98307
description abstractAn expression for the nonlinear wave force on a vertical, circular cylindrical member whose diameter is small compared to the incident wavelength is derived from an exact solution to the second-order diffraction problem. A comparison is then made with the inertial force estimates obtained using Stokes’ second and fifth-order wave theories in Morison’s equation with a mass coefficient derived from linear potential theory, as is currently recommended in the offshore design codes. Results indicate that in water depths of the order of 1/16 of a wavelength, nonlinear free-surface effects contribute significantly to the total inertia force on a slender cylindrical member.
publisherThe American Society of Mechanical Engineers (ASME)
titleNonlinear Inertia Forces on Slender Cylindrical Members
typeJournal Paper
journal volume106
journal issue2
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.3231041
journal fristpage222
journal lastpage225
identifier eissn1528-8994
keywordsInertia (Mechanics)
keywordsForce
keywordsWavelength
keywordsWaves
keywordsPotential theory (Physics)
keywordsOcean engineering
keywordsDesign
keywordsWater
keywordsMorison equation
keywordsNonlinear waves AND Diffraction
treeJournal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 002
contenttypeFulltext


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