Home > Research > Publications & Outputs > Dynamic Response of Inflatable Offshore Fender ...

Research

Associated organisational units

Links

Text available via DOI:

Keywords

View graph of relations

Dynamic Response of Inflatable Offshore Fender Barrier Structures under Impact Loading

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSN › Conference contribution/Paper › peer-review

Published

Standard

Dynamic Response of Inflatable Offshore Fender Barrier Structures under Impact Loading. / Aboshio, Aaron; Green, Sarah; Ye, Jianqiao.
Proceedings of the 14th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2013. ed. / B. H. V. Topping; P. Iványi. Stirlingshire: Civil-Comp Press, 2013. 148 (Civil-Comp Proceedings; Vol. 102).

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSN › Conference contribution/Paper › peer-review

Harvard

Aboshio, A, Green, S & Ye, J 2013, Dynamic Response of Inflatable Offshore Fender Barrier Structures under Impact Loading. in BHV Topping & P Iványi (eds), Proceedings of the 14th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2013., 148, Civil-Comp Proceedings, vol. 102, Civil-Comp Press, Stirlingshire, 14th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2013, Cagliari, Sardinia, Italy, 3/09/13. https://doi.org/10.4203/ccp.102.148

APA

Aboshio, A., Green, S., & Ye, J. (2013). Dynamic Response of Inflatable Offshore Fender Barrier Structures under Impact Loading. In B. H. V. Topping, & P. Iványi (Eds.), Proceedings of the 14th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2013 Article 148 (Civil-Comp Proceedings; Vol. 102). Civil-Comp Press. https://doi.org/10.4203/ccp.102.148

Vancouver

Aboshio A, Green S, Ye J. Dynamic Response of Inflatable Offshore Fender Barrier Structures under Impact Loading. In Topping BHV, Iványi P, editors, Proceedings of the 14th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2013. Stirlingshire: Civil-Comp Press. 2013. 148. (Civil-Comp Proceedings). doi: 10.4203/ccp.102.148

Author

Aboshio, Aaron ; Green, Sarah ; Ye, Jianqiao. / Dynamic Response of Inflatable Offshore Fender Barrier Structures under Impact Loading. Proceedings of the 14th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2013. editor / B. H. V. Topping ; P. Iványi. Stirlingshire : Civil-Comp Press, 2013. (Civil-Comp Proceedings).

Bibtex

@inproceedings{b21ce134a5a549aea3dd9c695d153909,
title = "Dynamic Response of Inflatable Offshore Fender Barrier Structures under Impact Loading",
abstract = "Inflatable offshore fender barrier structures are anti terrorist structures that function primarily to either stop an impacting vessel, incapacitate its crew or delay terror events. In a quest to ensure effective utilization of the compressed air in the barrier which functions to increase barrier stiffness, dissipate impact energy and potential for high vessel instability after impact; a new design of the structure is proposed in this paper. Its dynamic response under a vessel of 0.16MJ of kinetic energy impacting on the barrier was assessed using the finite element method. Fluid structure interaction of the structure was achieved using the Eulerian-Lagrangian formulation and the enclosed air in the barrier structure was modelled using the 'surface based cavities' capabilities in ABAQUS. The results indicate desirable response of the structure following impact by the vessel. This is important as low initial inflation could be utilised for the proposed design compared with the current design and the likelihood to delay terror events is maximized.",
keywords = "Coupled eulerian-lagrangian, Dynamic analysis, Finite element method, Impact loading, Offshore barrier, Pneumatic structures",
author = "Aaron Aboshio and Sarah Green and Jianqiao Ye",
year = "2013",
month = sep,
doi = "10.4203/ccp.102.148",
language = "English",
isbn = "9781905088577",
series = "Civil-Comp Proceedings",
publisher = "Civil-Comp Press",
editor = "Topping, {B. H. V.} and P. Iv{\'a}nyi",
booktitle = "Proceedings of the 14th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2013",
address = "United Kingdom",
note = "14th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2013 ; Conference date: 03-09-2013 Through 06-09-2013",

}

RIS

TY - GEN

T1 - Dynamic Response of Inflatable Offshore Fender Barrier Structures under Impact Loading

AU - Aboshio, Aaron

AU - Green, Sarah

AU - Ye, Jianqiao

PY - 2013/9

Y1 - 2013/9

N2 - Inflatable offshore fender barrier structures are anti terrorist structures that function primarily to either stop an impacting vessel, incapacitate its crew or delay terror events. In a quest to ensure effective utilization of the compressed air in the barrier which functions to increase barrier stiffness, dissipate impact energy and potential for high vessel instability after impact; a new design of the structure is proposed in this paper. Its dynamic response under a vessel of 0.16MJ of kinetic energy impacting on the barrier was assessed using the finite element method. Fluid structure interaction of the structure was achieved using the Eulerian-Lagrangian formulation and the enclosed air in the barrier structure was modelled using the 'surface based cavities' capabilities in ABAQUS. The results indicate desirable response of the structure following impact by the vessel. This is important as low initial inflation could be utilised for the proposed design compared with the current design and the likelihood to delay terror events is maximized.

AB - Inflatable offshore fender barrier structures are anti terrorist structures that function primarily to either stop an impacting vessel, incapacitate its crew or delay terror events. In a quest to ensure effective utilization of the compressed air in the barrier which functions to increase barrier stiffness, dissipate impact energy and potential for high vessel instability after impact; a new design of the structure is proposed in this paper. Its dynamic response under a vessel of 0.16MJ of kinetic energy impacting on the barrier was assessed using the finite element method. Fluid structure interaction of the structure was achieved using the Eulerian-Lagrangian formulation and the enclosed air in the barrier structure was modelled using the 'surface based cavities' capabilities in ABAQUS. The results indicate desirable response of the structure following impact by the vessel. This is important as low initial inflation could be utilised for the proposed design compared with the current design and the likelihood to delay terror events is maximized.

KW - Coupled eulerian-lagrangian

KW - Dynamic analysis

KW - Finite element method

KW - Impact loading

KW - Offshore barrier

KW - Pneumatic structures

U2 - 10.4203/ccp.102.148

DO - 10.4203/ccp.102.148

M3 - Conference contribution/Paper

AN - SCOPUS:84893982335

SN - 9781905088577

T3 - Civil-Comp Proceedings

BT - Proceedings of the 14th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2013

A2 - Topping, B. H. V.

A2 - Iványi, P.

PB - Civil-Comp Press

CY - Stirlingshire

T2 - 14th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2013

Y2 - 3 September 2013 through 6 September 2013

ER -