Elasto-Plastic Mechanical Behavior of Steel Box Stub Column under Cyclic Uniaxial Tensile and Compressive Load

Zhan Fei Wang; Lin Ge; Bao Yun Sun; Yue Ma; Ke Liu

doi:10.4028/www.scientific.net/AMM.578-579.960

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Elasto-Plastic Mechanical Behavior of Steel Box...

Elasto-Plastic Mechanical Behavior of Steel Box Stub Column under Cyclic Uniaxial Tensile and Compressive Load

Abstract:

In this paper, to study mechanical behavior of steel box stub column under cyclic uniaxial tensile and compressive load, elasto-plastic analysis of the segment is carried out by using ABAQUS package. In this study, with changing parameters (such as length-width ratio L/B, width-thickness ratio R_R) of the box stub column, the hysteresis curves, skeleton curves, stress distribution and deformation of the ultimate state for the steel box stub-column are investigated. These results show the L/B and R_R have little impact on the ultimate strength and ductility of stub-columns during the tensile stage. However, R_R has obvious impact on the elasto-plastic mechanical behavior and local deformation under compressive load.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

960-963

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.960

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Online since:

July 2014

Authors:

Zhan Fei Wang, Lin Ge, Bao Yun Sun, Yue Ma, Ke Liu

Keywords:

Compressive Load, Mechanical Behavior, Steel Box Stub-Column, Uniaxial Tensile

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References

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