Wave-in-deck loads for an intricate pile-supported pier and variation with deck clearance
Many deck structures are located at elevations low enough to be impacted by large waves. However, due to the highly complex and impulsive nature of the interactions between wave crests and intricate deck structures, establishing reliable estimates of extreme pressures and forces for use in design re...
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Online Access: | https://doi.org/10.1115/OMAE2013-11409 https://nrc-publications.canada.ca/eng/view/object/?id=128f144d-cd22-4356-9e24-90b95428cc5b https://nrc-publications.canada.ca/fra/voir/objet/?id=128f144d-cd22-4356-9e24-90b95428cc5b |
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ftnrccanada:oai:cisti-icist.nrc-cnrc.ca:cistinparc:21270951 2023-05-15T14:22:03+02:00 Wave-in-deck loads for an intricate pile-supported pier and variation with deck clearance Cornett, A. Anglin, D. Elliott, T. 2013 text https://doi.org/10.1115/OMAE2013-11409 https://nrc-publications.canada.ca/eng/view/object/?id=128f144d-cd22-4356-9e24-90b95428cc5b https://nrc-publications.canada.ca/fra/voir/objet/?id=128f144d-cd22-4356-9e24-90b95428cc5b eng eng Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2013, 9 June 2013 through 14 June 2013, Nantes, ISBN: 9780791855317, Volume: 1, Publication date: 2013 doi:10.1115/OMAE2013-11409 article 2013 ftnrccanada https://doi.org/10.1115/OMAE2013-11409 2021-09-01T06:27:33Z Many deck structures are located at elevations low enough to be impacted by large waves. However, due to the highly complex and impulsive nature of the interactions between wave crests and intricate deck structures, establishing reliable estimates of extreme pressures and forces for use in design remains challenging. In this paper, results from an extensive set of three-dimensional scale model tests conducted to support the design of a large pile-supported pier (or jetty) are presented and discussed. Relationships between maximum wave-in-deck loads and the deck clearance (air gap) are presented and discussed. Results from numerical simulations of the wave-structure interaction process obtained using the three-dimensional CFD software FLOW-3D® are also presented and discussed. Finally, some initial comparisons between the numerical and physical modelling are also included. This paper provides new insights concerning the character and magnitude of the hydrodynamic pressures and loads exerted on intricate pile-supported deck structures due to impact by non-linear shallow-water waves, and the relationships between the hydrodynamic forcing and the deck clearance or air gap. Copyright © 2013 by ASME. Peer reviewed: Yes NRC publication: Yes Article in Journal/Newspaper Arctic National Research Council Canada: NRC Publications Archive Volume 1: Offshore Technology |
institution |
Open Polar |
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National Research Council Canada: NRC Publications Archive |
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ftnrccanada |
language |
English |
description |
Many deck structures are located at elevations low enough to be impacted by large waves. However, due to the highly complex and impulsive nature of the interactions between wave crests and intricate deck structures, establishing reliable estimates of extreme pressures and forces for use in design remains challenging. In this paper, results from an extensive set of three-dimensional scale model tests conducted to support the design of a large pile-supported pier (or jetty) are presented and discussed. Relationships between maximum wave-in-deck loads and the deck clearance (air gap) are presented and discussed. Results from numerical simulations of the wave-structure interaction process obtained using the three-dimensional CFD software FLOW-3D® are also presented and discussed. Finally, some initial comparisons between the numerical and physical modelling are also included. This paper provides new insights concerning the character and magnitude of the hydrodynamic pressures and loads exerted on intricate pile-supported deck structures due to impact by non-linear shallow-water waves, and the relationships between the hydrodynamic forcing and the deck clearance or air gap. Copyright © 2013 by ASME. Peer reviewed: Yes NRC publication: Yes |
format |
Article in Journal/Newspaper |
author |
Cornett, A. Anglin, D. Elliott, T. |
spellingShingle |
Cornett, A. Anglin, D. Elliott, T. Wave-in-deck loads for an intricate pile-supported pier and variation with deck clearance |
author_facet |
Cornett, A. Anglin, D. Elliott, T. |
author_sort |
Cornett, A. |
title |
Wave-in-deck loads for an intricate pile-supported pier and variation with deck clearance |
title_short |
Wave-in-deck loads for an intricate pile-supported pier and variation with deck clearance |
title_full |
Wave-in-deck loads for an intricate pile-supported pier and variation with deck clearance |
title_fullStr |
Wave-in-deck loads for an intricate pile-supported pier and variation with deck clearance |
title_full_unstemmed |
Wave-in-deck loads for an intricate pile-supported pier and variation with deck clearance |
title_sort |
wave-in-deck loads for an intricate pile-supported pier and variation with deck clearance |
publishDate |
2013 |
url |
https://doi.org/10.1115/OMAE2013-11409 https://nrc-publications.canada.ca/eng/view/object/?id=128f144d-cd22-4356-9e24-90b95428cc5b https://nrc-publications.canada.ca/fra/voir/objet/?id=128f144d-cd22-4356-9e24-90b95428cc5b |
genre |
Arctic |
genre_facet |
Arctic |
op_relation |
Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE, ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2013, 9 June 2013 through 14 June 2013, Nantes, ISBN: 9780791855317, Volume: 1, Publication date: 2013 doi:10.1115/OMAE2013-11409 |
op_doi |
https://doi.org/10.1115/OMAE2013-11409 |
container_title |
Volume 1: Offshore Technology |
_version_ |
1766294732715065344 |