The Nonlinear Finite Element Analysis of the Rigid Steel Column Base Connection with Anchor Bolt under Biaxial Bending

Fan Zhou; Cheng Yu Li

doi:10.4028/www.scientific.net/AMM.733.460

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 733The Nonlinear Finite Element Analysis of the Rigid...

The Nonlinear Finite Element Analysis of the Rigid Steel Column Base Connection with Anchor Bolt under Biaxial Bending

Abstract:

The nonlinear finite element analysis of the rigid steel column base connection with anchor bolt under biaxial bending, including the column base stiffeners, base plate, anchor bolts and other nonlinear interaction analysis, to provide a frame of reference for the rigid steel column base connection’ designed.

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Periodical:

Applied Mechanics and Materials (Volume 733)

Pages:

460-463

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.733.460

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Cite this paper

Online since:

February 2015

Authors:

Fan Zhou*, Cheng Yu Li

Keywords:

Anchor Bolt, Base Plate, Nonlinear Finite Element Analysis, Rigid Steel Column Base Connection, Stiffeners

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References

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