Finite Element Method Mechanical Characteristics Analysis of Tower Foundation for Wind Turbine Generator System

Jian Wei Wang; Xin Yong Xu; Di Zhang; Jing Tian

doi:10.4028/www.scientific.net/AMR.499.327

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 499Finite Element Method Mechanical Characteristics...

Finite Element Method Mechanical Characteristics Analysis of Tower Foundation for Wind Turbine Generator System

Abstract:

By using ANSYS software, the finite element model of the foundation for wind turbine generator system is built. On the basis of concrete elastoplastic constitutive, the non-linear contact between the foundation stub, a steel part, and foundation concrete is introduced, the internal mechanical characteristics and law of the foundation which is under the influence of wind with unfixed direction are researched on. The interaction state is attained. The numerical analysis considering the contact status and material nonlinearity is more reasonable and the research results offer scientific basis for the domestic autonomous designing and optimizing.

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Periodical:

Advanced Materials Research (Volume 499)

Pages:

327-330

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.499.327

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Online since:

April 2012

Authors:

Jian Wei Wang, Xin Yong Xu, Di Zhang, Jing Tian

Keywords:

Elastic-Plastic Constitutive, FEM Analysis, Nonlinear Contact, Tower Structure, Wind Turbine Generator System

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References

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