Finite Element Analysis for the Tower of 1.5 mw Wind Turbine

Article Preview

Abstract:

For the development of the wind power industry in Inner Mongolia Autonomous Region, focused on the study of WTG3-1500-type wind turbine in the National Grid Tongliao Ku lun qi amount less if Le Soon South Orleans wind farm, we make static finite element analysis and modal analysis of the wind turbine tower. It comes to a conclusion that resonance of the tower models does not occur during normal operation. The overall structure meets the requirements of strength, providing a basis for the design and optimization of the tower .

You might also be interested in these eBooks

Info:

Periodical:

Pages:

3931-3935

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Wang Yongzhi Taoqi Bin structural dynamics . Analysis of wind turbine tower [J]. Solar Journal . 1995, 16 (2) : 162 -168.

Google Scholar

[2] Wang Huihui , Huangfang Lin , Wu co- liang, finite element analysis of the wind turbine tower [J] Shandong Jiaotong University , 2009, 17 (2) : 63 to 67.

Google Scholar

[3] Chen Yan , Tian Peng, Liu Xiong , et cone horizontal axis wind turbine tower of static and dynamic characteristics [J]. Solar Sinica , 2010, 31 (10) : 1359 -1365.

Google Scholar

[4] single light -kun , Yao Xingjia megawatt wind turbine modal analysis [J] Shenyang University of Technology , 2008, 30 (3) : 276-279.

Google Scholar