Finite Element Analysis of Concrete Filled Double Skin Steel Tubes for Wind Turbine Tower

Article Preview

Abstract:

In order to save the steel consumption,ensure the better economy of wind turbine tower,this paper designeda new concrete filled double skin steel tube for wind turbine tower,based on the parameters of 1. 5 MW wind turbine tower.A three-dimensional finite element model of wind turbine tower was built by using the finite element software ANSYS,then the static strength analysis and modal analysis were carried out,in which the stress and displacement at the top of the tower were calculated under three kinds of working conditions: normal operation with rated wind speed,normal operation with cutout wind speed and shutdown under extreme wind conditions,the natural frequency and mode shapes of the tower were obtained as well. The results show that the tower does not resonate with blades,and its structure can meet the strength and stiffness requirements of engineering.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

551-556

Citation:

Online since:

October 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Bose B K . Energy environment and advances in power electronics[J] . IEEE Transaction on Power Electronics, 2000, 15( 4) : 688-701.

DOI: 10.1109/63.849039

Google Scholar

[2] Schneider S P . Axially loaded concrete-filled steel tubes[J] . Journal of Structural, ASCE, 1998, 124( 10) : 1125-1138.

DOI: 10.1061/(asce)0733-9445(1998)124:10(1125)

Google Scholar

[3] Zhao X L, Grzebieta R, Elchalakani M . Tests of concrete-filled double skin circular hollow sections[C] /Proceedings of the First International Conference on steel & Composite Structures, Pusan, Korea: Techno-Press, 2001: 283-290.

DOI: 10.12989/scs.2002.2.2.129

Google Scholar

[4] Mark A B. Design strength of slender concrete-filled rectangular steel tubes[J] . ACI Structural Journal, 1996, 93( 2) : 229-235.

DOI: 10.14359/1497

Google Scholar