Hostname: page-component-8448b6f56d-dnltx Total loading time: 0 Render date: 2024-04-18T06:48:13.428Z Has data issue: false hasContentIssue false
  • English
  • Français

Wind-Structure Interaction by the Numerical Simulation

Published online by Cambridge University Press:  05 May 2011

D. L. Young  and
J. T. Chang
D. L. Young*
Affiliation:
Department of Civil Engineering & Hydraulic Research Laboratory, National Taiwan University, Taipei, Taiwan 10617, R.O.C.
J. T. Chang*
Affiliation:
Department of Civil Engineering & Hydraulic Research Laboratory, National Taiwan University, Taipei, Taiwan 10617, R.O.C.
*
*Professor
**Ph.D. student
Get access

Abstract

A new computational procedure is developed to solve the external field problems of the incompressible viscous flows. The method is able to solve the infinite boundary value problems by extracting the boundary effects coming from the finite computational domain. The present method is based on the projection method of the Navier-Stokes equations. We use three-step explicit finite element method to solve the momentum equation of the flow motion. The external field solver of the boundary element is used to treat the pressure Poisson equation. The arbitrary Lagrangian-Eulerian method is employed to deal with the moving boundary, such as wind-structure interaction problems. For illustration of the present numerical code, a vortex-induced cross-flow oscillations of a circular cylinder mounted on an elastic dashpot-spring system is considered. The phenomena of the beat, lock-in, and resonance are revealed in the Reynolds number range between 100 and 110, which are much narrower than the previous studies.

Keywords

Navier-Stokes equationsLock-inVortex shedding
Type
Articles
Information
Journal of Mechanics , Volume 15 , Issue 1 , March 1999 , pp. 35 - 39
Copyright
Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 1999

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

REFERENCES

l.Blevins, R. D., Flow-Induced Vibration, second edition, Van Nostrand Reinhold Company (1990).Google Scholar
2.Griffin, O. M., and Ramberg, S. E., “Some Recent Studies of Vortex Shedding with Application to Marine Tubulars and Risers,” ASME Journal of Energy Resources Technology, 104, pp. 2–13 (1982).CrossRefGoogle Scholar
3.Anagnostopoulos, P., and Bearman, P. W., “Response Characteristics of a Vortex-Excited Cylinder at Low Reynolds Number,” Journal of Fluids and Structures, 6, pp. 115–138 (1992).CrossRefGoogle Scholar
4.Anagnostopoulos, P., “Numerical Solution for Laminar Two-Dimensional Flow about a Fixed and Transversely Oscillating Cylinder in a Uniform Stream,” Journal of Computational Physics, 85, pp. 434–456(1989).CrossRefGoogle Scholar
5.Nomura, T., “Finite Element Analysis of Vortex-Induced Vibrations of Bluff Cylinders,” Journal of Wind Engineering and Industrial Aerodynamics, 4647, pp. 587–594(1993).CrossRefGoogle Scholar
6.Chorin, A. J., “A Numerical Method for Solving Incompressible Viscous Flow Problems,” Journal of Computational Physics, 2, pp. 12–26 (1967).CrossRefGoogle Scholar
7.Chung, B. J., and Kawahara, M., “The Analysis of Unsteady Incompressible Flows by a Three-Step Finite Element Method,” International Journal for Numerical Methods in Fluids, 16, pp. 793–811 (1993).Google Scholar
8.Young, D. L., and Chang, J. D., “Numerical Simulation for Two-Dimensional Laminar Flow about the Fixed and Moving Circular Cylinder in the External Flow Field,” Proceedings of High-Performance Computing, (HPC) ASIA,1995Taipei, Taiwan, ROC, FH046, pp. 1–14 (1995).Google Scholar
9.Roshko, A., “On the Wake and Drag of Bluff Bodies,” Journal of Aeronautical Science, 22, pp. 124–135 (1955).CrossRefGoogle Scholar