Analysis on Flexural Bearing Capacity and Ductility of NHC Pile

Tie Cheng Wang; Wei Kai Wang; Hai Long Zhao

doi:10.4028/www.scientific.net/AMM.427-429.94

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 427-429Analysis on Flexural Bearing Capacity and...

Analysis on Flexural Bearing Capacity and Ductility of NHC Pile

Abstract:

The flexural behavior of non-holomorphic circular pile and cylindrical pile is respectively evaluated based on the results of finite element analysis with ABAQUS. It is presented that the ultimate bearing capacities of non-holomorphic circular pile and cylindrical pile have little difference. The displacement ductility ratio of non-holomorphic circular pile lies between 3.38 and 3.64, indicating that the NHC pile has better ductility.

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Periodical:

Applied Mechanics and Materials (Volumes 427-429)

Pages:

94-98

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.427-429.94

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Online since:

September 2013

Authors:

Tie Cheng Wang*, Wei Kai Wang, Hai Long Zhao

Keywords:

ABAQUS, Bearing Capacity, Displacement Ductility Ratio, Non-Holomorphic Circular Pile

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* - Corresponding Author

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