Rigid‑body analysis of a beveled shape structure in regular waves using the weakly compressible smoothed particle hydrodynamics (WCSPH) method
In many cases of wave structure interactions, three-dimensional models are used to demonstrate real-life complex environments in large domain scales. In the seakeeping context, predicting the motion responses in the interaction of a long body resembling a ship structure with regular waves is crucia...
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my.iium.irep.947572021-12-14T07:00:33Z http://irep.iium.edu.my/94757/ Rigid‑body analysis of a beveled shape structure in regular waves using the weakly compressible smoothed particle hydrodynamics (WCSPH) method Hikmatullah Sahib, Siti Ayishah Thaminah Ramli, Muhammad Zahir Azman, Muhammad Afq Abd Rahman, Muhammad Mazmirul Miskon, Mohd Fuad Ariffin, Effi Helmy Jeofry, Muhammad Hafeez Yunus, Kamaruzzaman TC Hydraulic engineering. Ocean engineering TD169 Environmental protection In many cases of wave structure interactions, three-dimensional models are used to demonstrate real-life complex environments in large domain scales. In the seakeeping context, predicting the motion responses in the interaction of a long body resembling a ship structure with regular waves is crucial and can be challenging. In this work, regular waves interacting with a rigid foating structure were simulated using the open-source code based on the weakly compressible smoothed particle hydrodynamics (WCSPH) method, and optimal parameters were suggested for diferent wave environments. Vertical displacements were computed, and their response amplitude operators (RAOs) were found to be in good agreement with experimental, numerical, and analytical results. Discrepancies of numerical and experimental RAOs tended to increase at low wave frequencies, particularly at amidships and near the bow. In addition, the instantaneous wave contours of the surrounding model were examined to reveal the efects of localized waves along the structure and wave dissipation. The results indicated that the motion response from the WCSPH responds well at the highest frequency range (ω>5.235 rad/s). Springer Nature 2021-12 Article PeerReviewed application/pdf en http://irep.iium.edu.my/94757/1/94757_Rigid%E2%80%91body%20analysis%20of%20a%20beveled%20shape%20structure.pdf Hikmatullah Sahib, Siti Ayishah Thaminah and Ramli, Muhammad Zahir and Azman, Muhammad Afq and Abd Rahman, Muhammad Mazmirul and Miskon, Mohd Fuad and Ariffin, Effi Helmy and Jeofry, Muhammad Hafeez and Yunus, Kamaruzzaman (2021) Rigid‑body analysis of a beveled shape structure in regular waves using the weakly compressible smoothed particle hydrodynamics (WCSPH) method. Journal of Marine Science and Application. ISSN 1671-9433 E-ISSN 1993-5048 https://link.springer.com/article/10.1007/s11804-021-00235-w https://doi.org/10.1007/s11804-021-00235-w |
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TC Hydraulic engineering. Ocean engineering TD169 Environmental protection Hikmatullah Sahib, Siti Ayishah Thaminah Ramli, Muhammad Zahir Azman, Muhammad Afq Abd Rahman, Muhammad Mazmirul Miskon, Mohd Fuad Ariffin, Effi Helmy Jeofry, Muhammad Hafeez Yunus, Kamaruzzaman Rigid‑body analysis of a beveled shape structure in regular waves using the weakly compressible smoothed particle hydrodynamics (WCSPH) method |
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In many cases of wave structure interactions, three-dimensional models are used to demonstrate real-life complex environments in large domain scales. In the seakeeping context, predicting the motion responses in the interaction of a long body
resembling a ship structure with regular waves is crucial and can be challenging. In this work, regular waves interacting
with a rigid foating structure were simulated using the open-source code based on the weakly compressible smoothed particle hydrodynamics (WCSPH) method, and optimal parameters were suggested for diferent wave environments. Vertical
displacements were computed, and their response amplitude operators (RAOs) were found to be in good agreement with
experimental, numerical, and analytical results. Discrepancies of numerical and experimental RAOs tended to increase at
low wave frequencies, particularly at amidships and near the bow. In addition, the instantaneous wave contours of the surrounding model were examined to reveal the efects of localized waves along the structure and wave dissipation. The results
indicated that the motion response from the WCSPH responds well at the highest frequency range (ω>5.235 rad/s). |
format |
Article |
author |
Hikmatullah Sahib, Siti Ayishah Thaminah Ramli, Muhammad Zahir Azman, Muhammad Afq Abd Rahman, Muhammad Mazmirul Miskon, Mohd Fuad Ariffin, Effi Helmy Jeofry, Muhammad Hafeez Yunus, Kamaruzzaman |
author_facet |
Hikmatullah Sahib, Siti Ayishah Thaminah Ramli, Muhammad Zahir Azman, Muhammad Afq Abd Rahman, Muhammad Mazmirul Miskon, Mohd Fuad Ariffin, Effi Helmy Jeofry, Muhammad Hafeez Yunus, Kamaruzzaman |
author_sort |
Hikmatullah Sahib, Siti Ayishah Thaminah |
title |
Rigid‑body analysis of a beveled shape structure in regular waves using the weakly compressible smoothed particle hydrodynamics (WCSPH) method |
title_short |
Rigid‑body analysis of a beveled shape structure in regular waves using the weakly compressible smoothed particle hydrodynamics (WCSPH) method |
title_full |
Rigid‑body analysis of a beveled shape structure in regular waves using the weakly compressible smoothed particle hydrodynamics (WCSPH) method |
title_fullStr |
Rigid‑body analysis of a beveled shape structure in regular waves using the weakly compressible smoothed particle hydrodynamics (WCSPH) method |
title_full_unstemmed |
Rigid‑body analysis of a beveled shape structure in regular waves using the weakly compressible smoothed particle hydrodynamics (WCSPH) method |
title_sort |
rigid‑body analysis of a beveled shape structure in regular waves using the weakly compressible smoothed particle hydrodynamics (wcsph) method |
publisher |
Springer Nature |
publishDate |
2021 |
url |
http://irep.iium.edu.my/94757/1/94757_Rigid%E2%80%91body%20analysis%20of%20a%20beveled%20shape%20structure.pdf http://irep.iium.edu.my/94757/ https://link.springer.com/article/10.1007/s11804-021-00235-w https://doi.org/10.1007/s11804-021-00235-w |
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