The Structural Analysis of the Different Forms of the Wind Turbine Spread Foundation under Extreme Loads

Chi Chen; Jia Yuan Li; Liang Hu

doi:10.4028/www.scientific.net/AMM.446-447.448

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 446-447The Structural Analysis of the Different Forms of...

The Structural Analysis of the Different Forms of the Wind Turbine Spread Foundation under Extreme Loads

Abstract:

This paper based on the same wind conditions and geological data, and use the CFD software to established the square and round expansion foundation that satisfy the condition under Extreme Loads, and then analysis and comparison the calculation results of the two kinds of foundation. Compared and analyzed the amount of concrete, base pressure, subsidence, the crack width, tilt rate against overturning, skid safety factor and so on, to find out the pros and cons of the structure and provide a reference for the choice of the wind turbine foundation under the corresponding geological conditions.

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Periodical:

Applied Mechanics and Materials (Volumes 446-447)

Pages:

448-451

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.446-447.448

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Online since:

November 2013

Authors:

Chi Chen, Jia Yuan Li, Liang Hu

Keywords:

Circular Spread Foundation, Square Spread Foundation, Wind Turbine Spread Foundation

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References

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