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W.Z. Lim, R.Y. Xiao, T.Y.S. Hong, "Fluid-Structure Interaction Analysis of Concrete Structures under Wave Impact", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 199, 2013. doi:10.4203/ccp.102.199

Keywords: fluid-structure interaction, partitioned method, concrete structure.

Summary

The development of fluid-structure interaction (FSI) analysis has yielded both more complex applications and algorithmic improvements in problems consisting of both a fluid domain and a structural domain with the interaction in between. The purpose of this paper is to enhance the understanding of the fluid-structure interaction behaviour and the numerical techniques of analyzing the problem of FSI. There are two distinct partitioned methods in FSI which are the weak and strong two-way partition algorithm solutions. The fluid flow is governed by the incompressible Navier-Stokes equations and the motion of the fluid domain is accounted for by arbitrary Lagrangian-Eulerian (ALE) formulation. Numerical examples were produced with the approach of both the weak and strong two-way couplings algorithms from ANSYS. The efficiency and robustness of both algorithms were made in comparisons with the results provided from the numerical examples.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 102 PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: Paper 199 Fluid-Structure Interaction Analysis of Concrete Structures under Wave Impact W.Z. Lim, R.Y. Xiao and T.Y.S. Hong Department of Urban Engineering, London South Bank University, United Kingdom doi:10.4203/ccp.102.199 purchase the full-text of this paper Full Bibliographic Reference for this paper W.Z. Lim, R.Y. Xiao, T.Y.S. Hong, "Fluid-Structure Interaction Analysis of Concrete Structures under Wave Impact", in , (Editors), "Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 199, 2013. doi:10.4203/ccp.102.199 Keywords: fluid-structure interaction, partitioned method, concrete structure. Summary The development of fluid-structure interaction (FSI) analysis has yielded both more complex applications and algorithmic improvements in problems consisting of both a fluid domain and a structural domain with the interaction in between. The purpose of this paper is to enhance the understanding of the fluid-structure interaction behaviour and the numerical techniques of analyzing the problem of FSI. There are two distinct partitioned methods in FSI which are the weak and strong two-way partition algorithm solutions. The fluid flow is governed by the incompressible Navier-Stokes equations and the motion of the fluid domain is accounted for by arbitrary Lagrangian-Eulerian (ALE) formulation. Numerical examples were produced with the approach of both the weak and strong two-way couplings algorithms from ANSYS. The efficiency and robustness of both algorithms were made in comparisons with the results provided from the numerical examples. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £65 +P&P)
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