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    Nonlinear Impact Loading in an Oblique Seaway

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2003:;volume( 125 ):;issue: 003::page 190
    Author:
    Patrick J. Finn
    ,
    Yung Sup Shin
    ,
    Robert F. Beck
    ,
    Armin W. Troesch
    DOI: 10.1115/1.1578499
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: There is an increasing interest in developing direct calculation methods and procedures for determining extreme wave loads on ship girders (e.g. ISSC, 2000 [1]). Ships experiencing bottom and bow flare slamming have heightened the need for computational tools suitable to accurately predict motion and structural responses. The associated nonlinear impact problem is complicated by the complex free surface and body boundary conditions. This paper examines a “blended” linear–nonlinear method by which extreme loads due to bottom impact and flare slamming can be determined. Using a high-speed container ship as an example, comparisons of motions, shear and bending moments, and pressures are made in head and oblique bow-quartering waves. The time-domain computer program used in the comparison is based upon partially nonlinear models. The program, NSHIPMO, is an blended strip theory method using “impact” stations over the forward part of the ship and partially nonlinear stations over the rest. Body exact hydrostatics and Froude-Krylov excitation are used over the entire hull. The impact theory of Troesch and Kang [2] is employed to estimate the sectional nonlinear impact forces acting upon the specified nonlinear sections, while the linear theory of Salvesen et al. (STF) [3] is used to blend the remainder of the hydrodynamic forces, that is the radiation and diffraction components. Results from the simulation are presented with discussions of accuracy and time of computation. Several issues associated with the blended nonlinear time-domain simulation are presented, including modeling issues related to directional yaw-sway control and a vertical plane dynamic instability in long waves that has not previously been recognized.
    keyword(s): Force , Hydrostatics , Motion , Waves , Boundary-value problems , Computation , Ships , Strips , Hull , Stress , Water , Radiation (Physics) , Seas , Yaw , Diffraction , Simulation AND Fluid-dynamic forces ,
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      Nonlinear Impact Loading in an Oblique Seaway

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/128902
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorPatrick J. Finn
    contributor authorYung Sup Shin
    contributor authorRobert F. Beck
    contributor authorArmin W. Troesch
    date accessioned2017-05-09T00:11:04Z
    date available2017-05-09T00:11:04Z
    date copyrightAugust, 2003
    date issued2003
    identifier issn0892-7219
    identifier otherJMOEEX-28214#190_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/128902
    description abstractThere is an increasing interest in developing direct calculation methods and procedures for determining extreme wave loads on ship girders (e.g. ISSC, 2000 [1]). Ships experiencing bottom and bow flare slamming have heightened the need for computational tools suitable to accurately predict motion and structural responses. The associated nonlinear impact problem is complicated by the complex free surface and body boundary conditions. This paper examines a “blended” linear–nonlinear method by which extreme loads due to bottom impact and flare slamming can be determined. Using a high-speed container ship as an example, comparisons of motions, shear and bending moments, and pressures are made in head and oblique bow-quartering waves. The time-domain computer program used in the comparison is based upon partially nonlinear models. The program, NSHIPMO, is an blended strip theory method using “impact” stations over the forward part of the ship and partially nonlinear stations over the rest. Body exact hydrostatics and Froude-Krylov excitation are used over the entire hull. The impact theory of Troesch and Kang [2] is employed to estimate the sectional nonlinear impact forces acting upon the specified nonlinear sections, while the linear theory of Salvesen et al. (STF) [3] is used to blend the remainder of the hydrodynamic forces, that is the radiation and diffraction components. Results from the simulation are presented with discussions of accuracy and time of computation. Several issues associated with the blended nonlinear time-domain simulation are presented, including modeling issues related to directional yaw-sway control and a vertical plane dynamic instability in long waves that has not previously been recognized.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNonlinear Impact Loading in an Oblique Seaway
    typeJournal Paper
    journal volume125
    journal issue3
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.1578499
    journal fristpage190
    journal lastpage197
    identifier eissn1528-896X
    keywordsForce
    keywordsHydrostatics
    keywordsMotion
    keywordsWaves
    keywordsBoundary-value problems
    keywordsComputation
    keywordsShips
    keywordsStrips
    keywordsHull
    keywordsStress
    keywordsWater
    keywordsRadiation (Physics)
    keywordsSeas
    keywordsYaw
    keywordsDiffraction
    keywordsSimulation AND Fluid-dynamic forces
    treeJournal of Offshore Mechanics and Arctic Engineering:;2003:;volume( 125 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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