Plunging wave impact on a wall
The intention of this paper is to study impact force of an oblique-angled slamming wave acting on a rigid wall. In the present study the analytical approach is pursued based on a technique proposed by the author. A nonlinear theory in the context of potential flow is presented for determining accura...
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sg-ntu-dr.10356-939852019-12-06T18:48:44Z Plunging wave impact on a wall Shu, Jian Jun School of Mechanical and Aerospace Engineering International Conference on Offshore Mechanics and Arctic Engineering (27th : 2008 : Estoril, Portugal) DRNTU::Engineering::Mechanical engineering::Fluid mechanics The intention of this paper is to study impact force of an oblique-angled slamming wave acting on a rigid wall. In the present study the analytical approach is pursued based on a technique proposed by the author. A nonlinear theory in the context of potential flow is presented for determining accurately the free-surface profiles immediately after an oblique breaking wave impingement on the rigid vertical wall that suddenly starts from rest. The small-time expansion is taken as far as necessary to include the accelerating effect. The analytical solutions for the free-surface elevation are derived up to the third order. The results derived in this paper are of particular interest to the marine and offshore engineering industries, which will find the information useful for the design of ships, coastal and offshore. 2011-10-07T04:27:21Z 2019-12-06T18:48:44Z 2011-10-07T04:27:21Z 2019-12-06T18:48:44Z 2008 2008 Conference Paper Shu, J. J. (2007). Plunging wave impact on a wall. Paper presented at the ASME International Conference on Offshore Mechanics and Arctic Engineering, Estoril, Portugal. https://hdl.handle.net/10356/93985 http://hdl.handle.net/10220/7177 140690 en © 2008 ASME. 5 p. |
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DRNTU::Engineering::Mechanical engineering::Fluid mechanics Shu, Jian Jun Plunging wave impact on a wall |
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The intention of this paper is to study impact force of an oblique-angled slamming wave acting on a rigid wall. In the present study the analytical approach is pursued based on a technique proposed by the author. A nonlinear theory in the context of potential flow is presented for determining accurately the free-surface profiles immediately after an oblique breaking wave impingement on the rigid vertical wall that suddenly starts from rest. The small-time expansion is taken as far as necessary to include the accelerating effect. The analytical solutions for the free-surface elevation are derived up to the third order. The results derived in this paper are of particular interest to the marine and offshore engineering industries, which will find the
information useful for the design of ships, coastal and offshore. |
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School of Mechanical and Aerospace Engineering |
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School of Mechanical and Aerospace Engineering Shu, Jian Jun |
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Conference or Workshop Item |
author |
Shu, Jian Jun |
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Shu, Jian Jun |
title |
Plunging wave impact on a wall |
title_short |
Plunging wave impact on a wall |
title_full |
Plunging wave impact on a wall |
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Plunging wave impact on a wall |
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Plunging wave impact on a wall |
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plunging wave impact on a wall |
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2011 |
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https://hdl.handle.net/10356/93985 http://hdl.handle.net/10220/7177 |
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