Dynamic Response Analysis of Deepwater Pier with Fluid-Solid Interaction

Article Preview

Abstract:

The dynamic response of underwater structures is different from those in air because of interaction between fluid and solid. The influence of water depth on dynamic effect of the pier is studied base on a cable-stayed bridge in deep water. The girder of the cable-stayed bridge is simplified as a lumped mass on the top of the pier. The three-dimensional finite element models of pier with different water levels are built to calculate the dynamic characteristics and dynamic response of the pier under the action of harmonic load. The calculated results show that with the rise of water level, the nature frequencies of the pier decrease while the displacement and stress increase.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

161-166

Citation:

Online since:

December 2010

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Fan Lei, Jixing Yang, Xizhen Xie: The Numerical Calculation Research on Dynamic Characteristics of Pipe Conveying Fluid (Elsevier, Kuala Lumpur 2009).

Google Scholar

[2] Min Zhang: Vibration Analysis of Solid-Fluid Interaction for the Pier-River Water. Dalian: Dalian Jiaotong University. (2006).

Google Scholar

[3] Jixing Yang, Fan Lei, Kun Li: World Bridge. Vol. 3(2009), p.40.

Google Scholar

[4] Siyuan Ding: Journal of Zhengzhou Institute of Light Industry. Vol. 9(1994), p.50.

Google Scholar

[5] Minde Su, Huang Suyi, in: Computational Fluid Dynamics, edited by Su Minde, chapter, 2, Tsinghua University Press(1997).

Google Scholar

[6] Xinmin Wang, in: Numerical Analysis of Engineering Structure Based on ANSYS, edited by Chen Zhimin, chapter, 9, China Communication Press(2007).

Google Scholar