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6 (2) 2016

Research on dynamic interactions between the pipe and coral foundation of the Spratlys islands


Author - Affiliation:
Nguyen Viet Duc - Industrial University of Ho Chi Minh City , Vietnam
Le Tan - Industrial University of Ho Chi Minh City , Vietnam
Corresponding author: Nguyen Viet Duc - ducnguyencsic@gmail.com

Abstract
This paper presents some results of geological construction characteristics by depth of the Southwest Cay Island’s coral foundation, the Spratlys Islands, and the interaction between pipe and coral foundation under the effect of load of shockwave bombs. The problem of interaction between the pipes and coral foundation is resolved on the basis of finite element method and Matlab programming. The results could contribute to research on calculating, designing and constructing projects on the island to serve for defense of the country and livelihoods on the island.

Keywords
coral foundation; dynamic interaction; finite element method; nonlinear dynamics; slip element; substrate.

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References

Amir Rahim (1998). Joint Interface (Slip) Elements in Crisp in 2D and 3D Space. Crisp-97 Development Report.


Bath, K. J. and Wilson, E. L. (1982). Numerical Method in Finite Element Analysis. NJ: Prentice-Hall, Inc., Englewood Cliffs.


Hoang, X. L. (2005) Recapitulative report of the subject No KC.09.08. Le Quy Don University.


Nguyen, T. C. (2006). Coral foundation and working of pile in coral foundation, PhD Thesis, Le Quy Don University.


Nguyen, T. C., Hoang, X. L., Pham, T. D., Le. T. (2008) Calculating dynamic interaction between the pipe and the coral foundation. Proceeding of The National Conference on Computational Solid Mechanics, 259-268.


Zhu, F. and Lu, G. (2007). A Review of Blast and Impact of Metallic and Sandwich Structures. EJSE Special Issue: Loading on Structures, 92-101.


Zienkiewicz, O. C. and Taylor, R. L. (1986). The Finite Element Method: Solid mechanics, NY: Mcgraw Hill Book Company.




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