Wet Modal Analysis of Cylindrical Pier under the Incentive of Fluid Excitation

Article Preview

Abstract:

Considering two-way fluid-structure interaction and using finite element software ANSYS simulation study of cylindrical pier at different flow rates caused by the interaction of the river and pier piers vibration problems, through the discrete solution of wet modal method, and combined with engineering example, the analysis results using Lanczos method extraction, introduction of green's function of point source, using the finite element-boundary element analysis wet modal and wet frequency of the structure. Numerical results show that: Frequencies of wet modal than no fluid medium under the influence of modal frequencies is much lower. So for underwater structures, when analysis the modal,it is must be considered the fluid influence of wet modal.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

152-157

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] shun, Cuigui Xiang, Xu Chunxiao turbulence theory and models [M]. Beijing: Tsinghua University Press, (2005).

Google Scholar

[2] Sun Zhongtang mountain bridges destroyed Shallow Foundations Analysis and Prevention [J]. Shandong Jiaotong technology, 2002. 3: 20.

Google Scholar

[3] Gao Dongguang roads and bridges damaged control techniques [M]. Beijing: People's Communications Press (2002).

Google Scholar

[4] Huang Yuying, Jin Tao. Varying topography dam - Library System coupled vibration analysis BEM - Mixed finite element method [J]. Solid Mechanics, 1998, 19 (3): 245-251.

Google Scholar

[5] Huang Y Y. A mixed FE-BE method for coupled vi ¬ brations of floating plates of complicated shape [J]. Applied Mathematical Modeling, 1990, 14 (7) : 376-380.

DOI: 10.1016/0307-904x(90)90091-i

Google Scholar

[6] Qian Qin, Huang Yuying, Wang Shigang, Liu Zhihong, Zhao Zheng, Zhu Dashan Arbitrary Lagrangian Eulerian boundary element - finite element analysis of the object hit the water mixing Response [J]. Applied Mechanics, . (1994).

Google Scholar

[7] Zhang A Man, Daishao Shi fluid-solid coupling dynamics [M]. Beijing: National Defense Industry Press, (2002).

Google Scholar

[8] Jiang Chunbo, Zhang Yongliang, Ding Zeping Computational Fluid Dynamics [M]. Beijing: China Electric Power Press, (2007).

Google Scholar

[9] Wang Xu Cheng, Shao Min basic concept of the finite element method and numerical methods [M]. Beijing: Tsinghua University Press, (1988).

Google Scholar

[10] DONG S, KARNIADAKIS G E. DNS of flow past a stationary and oscillating cylinder at Re = 10000 [J]. Journal of Fluids and Structures, 2005, (20): 519-531.

DOI: 10.1016/j.jfluidstructs.2005.02.004

Google Scholar

[11] LAM K, WANG FK, SORMC Three-dimensional nature of vortices in the near wake of a wavy cylinder [J]. Journal of Fluids and Structures, 2004. (19) : 815-833.

DOI: 10.1016/j.jfluidstructs.2004.04.004

Google Scholar

[12] Liu Jiancheng, Gu Yongning, Hu pier in Funabashi Collision Response and Damage Analysis [J]. Highway, (2002).

Google Scholar

[13] Briaud J L, Chen HC, Wang J. Pier and contraction Scour in cohesive soils [R]. Washington D c: National Cooperative Highway Project: Transportation Research Board, (2004).

DOI: 10.17226/13774

Google Scholar

[14] Ling Jianming, Lin Xiaoping, Zhao Hong Tudor cylindrical dimensional flow field near the pier and bed local scour analysis [J] Tongji University . 2007. (35) : 582-586.

Google Scholar