Impact of Step Height on Deformation of Foundation for Wind Power Generator System

Article Preview

Abstract:

The three-dimensional finite element numerical model of foundation for wind power generator unit is created by use of ANSYS. The elastic-plastic constitutive is introduced and the nonlinear contact is set up between the foundation stub and concrete. Impact of step height on deformation of foundation is researched, the deformation characteristic and law of concrete foundation is discussed and It’s more rational to consider the contact status and material nonlinearity. The research results offer scientific basis for design and optimization on foundations of wind power generator system.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

263-267

Citation:

Online since:

April 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Design regulations on subgrade and foundation for wind turbine generator system(Trial)FD0003-2007.

Google Scholar

[2] Z.X. Wang, H. Wang, R.Q. Liang: Water Resources and Power (2010) In Chinese.

Google Scholar

[3] J. Tian, X.Y. Xu, X.L. Liu: Water Resources and Power(2010) In Chinese.

Google Scholar

[4] M.H. WANG, G.F. CHEN: Hydropower (2008) In Chinese.

Google Scholar

[5] H. Wang, Z.X. Wang: Power and Clean Energy (2008) In Chinese.

Google Scholar

[6] R. Ji: Guangxi Water Resources and Hydropower (2009) In Chinese.

Google Scholar

[7] W. Liu, K.Y. Shen: Northwest Hydropower (2008) In Chinese.

Google Scholar