A Nonlinear Finite Method for Analysis Cable Structures’ Displacement

Yang Wang; Sheng Rong Zuo

doi:10.4028/www.scientific.net/AMM.291-294.1088

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 291-294A Nonlinear Finite Method for Analysis Cable...

A Nonlinear Finite Method for Analysis Cable Structures’ Displacement

Abstract:

In this paper a small strain elastic element is presented its utility is demonstrated through static displacement problems. Four different methods solve an example, like direct method, Newton-Rapshon method, Modified Newton-Rapshon method and use commercial software Ansys. The MNR method is the fastest method.

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Periodical:

Applied Mechanics and Materials (Volumes 291-294)

Pages:

1088-1091

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.291-294.1088

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Online since:

February 2013

Authors:

Yang Wang, Sheng Rong Zuo

Keywords:

Cable Structures, Geometric Nonlinearity, Newton-Raphson Method

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References

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