A Coupled Model for an Offshore Pile, Seabed and Seawater Interaction

被引:0
作者
Lu, Jian-Fei [1 ]
Jeng, Dong-Sheng [2 ]
机构
[1] Jiangsu Univ, Dept Civil Engn, Zhenjiang 212013, Jiangsu, Peoples R China
[2] Univ Sydney, Sch Civil Engn, Sydney, NSW 2006, Australia
关键词
linear water waves; pile; boundary element method; porous media;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Lu, J.-F. AND JENG, D.-S., 2007. A coupled model for an offshore pile, seabed and seawater interaction. Journal of Coastal Research, SI 50 (Proceedings of the 9th International Coastal Symposium), 389 - 393. Gold Coast, Australia, ISSN 0749.0208 A coupled model is developed to investigate the dynamic interaction between an offshore pile, poroelastic seabed and sea water. The pile and the seabed are treated as saturated porous media described by Biot's dynamic theory. The sea water is regarded as an acoustic medium which is characterised by the Helmholtz equation. Three boundary element formulations are constructed for the pile, the seabed and the sea water, respectively. The three boundary element method formulations and the continuity conditions (stress and displacement) between the pile, the seabed and the sea water are used to formulate the coupled model for the system. Airy linear wave theory is used to evaluate the external force applied on the pile and the seabed due to the incident and the scattered water waves. The dynamic response of the system is calculated by the coupled boundary element method formulation. A numerical example is used to demonstrate the capacity of the coupled model.
引用
收藏
页码:389 / 393
页数:5
相关论文
共 15 条
[1]  
[Anonymous], 1954, 69 US ARM CORPS ENG
[2]   MECHANICS OF DEFORMATION AND ACOUSTIC PROPAGATION IN POROUS MEDIA [J].
BIOT, MA .
JOURNAL OF APPLIED PHYSICS, 1962, 33 (04) :1482-+
[3]   BASIC SINGULAR SOLUTIONS FOR A POROELASTIC MEDIUM IN THE DYNAMIC-RANGE [J].
BONNET, G .
JOURNAL OF THE ACOUSTICAL SOCIETY OF AMERICA, 1987, 82 (05) :1758-1762
[4]  
Chakrabarti Subrata K, 1975, J SHIP RES, V19, P22
[5]  
Deresiewicz H., 1963, Bull Seismol Soc Am, V53, P783, DOI DOI 10.1785/BSSA0530040783
[6]   BOUNDARY ELEMENT APPROACH FOR DYNAMIC POROELASTIC PROBLEMS [J].
DOMINGUEZ, J .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1992, 35 (02) :307-324
[7]   Stress and deformation of offshore piles under structural and wave loading [J].
Eicher, JA ;
Guan, H ;
Jeng, DS .
OCEAN ENGINEERING, 2003, 30 (03) :369-385
[8]   RESPONSE OF OFFSHORE TOWERS WITH PILE INTERACTION [J].
MITWALLY, H ;
NOVAK, M .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1987, 113 (07) :1065-1084
[9]   THE FORCE EXERTED BY SURFACE WAVES ON PILES [J].
MORISON, JR ;
OBRIEN, MP ;
JOHNSON, JW ;
SCHAAF, SA .
TRANSACTIONS OF THE AMERICAN INSTITUTE OF MINING AND METALLURGICAL ENGINEERS, 1950, 189 :149-154
[10]   Response of fixed offshore platforms to wave and current loading including soil-structure interaction [J].
Mostafa, YE ;
El Naggar, MH .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2004, 24 (04) :357-368