Time-domain and modal response of ice shelves to wave forcing using the finite element method

The frequency-domain and time-domain response of a floating ice shelf to wave forcing are calculated using the finite element method. The boundary conditions at the front of the ice shelf, coupling it to the surrounding fluid, are written as a special non-local linear operator with forcing. This ope...

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Main Authors: Ilyas, Muhammad, Meylan, Michael H., Lamichhane, Bishnu, Bennetts, Luke G.
Other Authors: The University of Newcastle. Faculty of Science, School of Mathematical and Physical Sciences
Format: Article in Journal/Newspaper
Language:English
Published: Elsevier 2018
Subjects:
Online Access:http://hdl.handle.net/1959.13/1405372
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spelling ftunivnewcastnsw:uon:35477 2023-05-15T16:41:44+02:00 Time-domain and modal response of ice shelves to wave forcing using the finite element method Ilyas, Muhammad Meylan, Michael H. Lamichhane, Bishnu Bennetts, Luke G. The University of Newcastle. Faculty of Science, School of Mathematical and Physical Sciences 2018 http://hdl.handle.net/1959.13/1405372 eng eng Elsevier Journal of Fluids and Structures Vol. 80, Issue July 2018, p. 113-131 10.1016/j.jfluidstructs.2018.03.010 http://hdl.handle.net/1959.13/1405372 uon:35477 ISSN:0889-9746 © 2018. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/. CC-BY-NC-ND ice shelf linear hydroelasticity time-domain problem journal article 2018 ftunivnewcastnsw 2020-06-29T22:24:23Z The frequency-domain and time-domain response of a floating ice shelf to wave forcing are calculated using the finite element method. The boundary conditions at the front of the ice shelf, coupling it to the surrounding fluid, are written as a special non-local linear operator with forcing. This operator allows the computational domain to be restricted to the water cavity beneath the ice shelf. The ice shelf motion is expanded using the in vacuo elastic modes and the method of added mass and damping, commonly used in the hydroelasticity of ships, is employed. The ice shelf is assumed to be of constant thickness while the fluid domain is allowed to vary. The analysis is extended from the frequency domain to the time domain, and the resonant behaviour of the system is studied. It is shown that shelf submergence affects the resonant vibration frequency, whereas the corresponding mode shapes are insensitive to the submergence in constant depth. Further, the modes are shown to have a pr operty of increasing node number with increasing frequency. Article in Journal/Newspaper Ice Shelf Ice Shelves NOVA: The University of Newcastle Research Online (Australia)
institution Open Polar
collection NOVA: The University of Newcastle Research Online (Australia)
op_collection_id ftunivnewcastnsw
language English
topic ice shelf
linear hydroelasticity
time-domain problem
spellingShingle ice shelf
linear hydroelasticity
time-domain problem
Ilyas, Muhammad
Meylan, Michael H.
Lamichhane, Bishnu
Bennetts, Luke G.
Time-domain and modal response of ice shelves to wave forcing using the finite element method
topic_facet ice shelf
linear hydroelasticity
time-domain problem
description The frequency-domain and time-domain response of a floating ice shelf to wave forcing are calculated using the finite element method. The boundary conditions at the front of the ice shelf, coupling it to the surrounding fluid, are written as a special non-local linear operator with forcing. This operator allows the computational domain to be restricted to the water cavity beneath the ice shelf. The ice shelf motion is expanded using the in vacuo elastic modes and the method of added mass and damping, commonly used in the hydroelasticity of ships, is employed. The ice shelf is assumed to be of constant thickness while the fluid domain is allowed to vary. The analysis is extended from the frequency domain to the time domain, and the resonant behaviour of the system is studied. It is shown that shelf submergence affects the resonant vibration frequency, whereas the corresponding mode shapes are insensitive to the submergence in constant depth. Further, the modes are shown to have a pr operty of increasing node number with increasing frequency.
author2 The University of Newcastle. Faculty of Science, School of Mathematical and Physical Sciences
format Article in Journal/Newspaper
author Ilyas, Muhammad
Meylan, Michael H.
Lamichhane, Bishnu
Bennetts, Luke G.
author_facet Ilyas, Muhammad
Meylan, Michael H.
Lamichhane, Bishnu
Bennetts, Luke G.
author_sort Ilyas, Muhammad
title Time-domain and modal response of ice shelves to wave forcing using the finite element method
title_short Time-domain and modal response of ice shelves to wave forcing using the finite element method
title_full Time-domain and modal response of ice shelves to wave forcing using the finite element method
title_fullStr Time-domain and modal response of ice shelves to wave forcing using the finite element method
title_full_unstemmed Time-domain and modal response of ice shelves to wave forcing using the finite element method
title_sort time-domain and modal response of ice shelves to wave forcing using the finite element method
publisher Elsevier
publishDate 2018
url http://hdl.handle.net/1959.13/1405372
genre Ice Shelf
Ice Shelves
genre_facet Ice Shelf
Ice Shelves
op_relation Journal of Fluids and Structures Vol. 80, Issue July 2018, p. 113-131
10.1016/j.jfluidstructs.2018.03.010
http://hdl.handle.net/1959.13/1405372
uon:35477
ISSN:0889-9746
op_rights © 2018. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.
op_rightsnorm CC-BY-NC-ND
_version_ 1766032198749650944