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http://dx.doi.org/10.5394/KINPR.2007.31.1.015

A Study on the Contact Response Analysis Technique for Marine Slender Structure  

Hong, Sup (Maritime & Ocean Engineering Research Institute, KORDI)
Choi, Jong-Su (Maritime & Ocean Engineering Research Institute, KORDI)
Yeu, Tae-Kyeong (Maritime & Ocean Engineering Research Institute, KORDI)
Kim, Hyung-Woo (Maritime & Ocean Engineering Research Institute, KORDI)
Abstract
Dynamic analysis of a marine slender structure is often involved with contacts among bodies or between bodies and seafloor. This paper presents an efficient and general contact search algorithm for dynamics in the context of the compliance contact model. A global detecting method that a bounding box is divided into several pieces in global coordinate system is presented in this paper. The method has an advantage that the number of contacting searching am be smaller than other methods for a system. The developed an efficient contact search algorithm is applied to the simulation program of 3D nonlinear dynamics of slender structure. Some examples are presented to show the validity of the proposed method.
Keywords
Marine slender structure; Dynamic analysis; Contact; Boundary box; Global detecting; Global coordinates;
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1 Lankarani, H. M.(1992), "Canonical Impulse- Momentum Equations for Impact Analysis of Multibody System", ASME, 'Journal of Mechanical Design', Vol.180, pp.180-186.
2 Lozano-Perez, T.(1983), "Spatial Planning : A Configuration Space Approach", IEEE Transactions on Computers, Vol. C-32, IEEE Press.
3 Nikravesh, P. E.(1994), "Continuous Contact Force Models for Irnpace Analysis in Multibody Systems", Journal of Nonlinear Dynamics, Kluwer Academic Publishers, Vol. 5, pp.193-207.
4 Patrikalakis, N. M.(1986), "Three Dimensional Compliant Riser Analysis", 5th Int. Symp. Offshore Mechanics and Archtic Eng. (OMAE).
5 배대성(1994), "오일어 매개변수의 연속적인 교정방법", 한양대학교 생산공학논문집 Vol. 3, No. 1, pp, 65-73.
6 Bernitsas, M. M.(1982), "Three Dimensional Nonlinear Large-Deflection Model for Dynamic Behaviour of Risers, Pipelines and Cables", Journal of Ship Research, 26(1), pp. 59-64.
7 Chai, Y. T., Varyani, K. S., and Barltrop, N. D. P.(2002), "TIrreedirnensional Lump-Mass formulation of a catenary riser with bending, torsion and irregular seabed interaction effect", Ocean Engineering, Vol. 29, pp. 1503-1525.   DOI   ScienceOn
8 Goldstein, H.(1980), "Classical Mechanics, 2nd edition Chapter 2 The Kinematics of Rigid Body Motion", Addison- Wesley, pp. 128-187.
9 Hang, E. J.(1989), "Computer-Aided Kinematics and Dynamics of Mechanical Systems, Volume I:Basic Methods", Allyn and Bacon pp. 335-347.
10 Hong, S.(1992), "Three dimensional nonlinear static and dynamic analysis of flexible risers" (in German), doctoral dissertation, Univ. of Aachen.
11 Hong, S., and Hong, S. Y.(1997), "Effects of Mooring Line Dynamics on Position Keeping of a Floating Production System", Proc. 7th ISOPE Conference, Honolulu, May 25-30.
12 Hong, S., Kim, H. W., and Choi, J. S.(2003), "A New Method Using Euler Parameters for 3D Nonlinear Analysis of Marine Risers/Pipelines", Proceedings of The Fifth (2003) Ocean Mining Symposium, Japan, September 15-19, pp, 83-90.
13 Johnson, K. L.(1985) , "Contact Mechanics", Cambridge University Press, 1985.