Study on Stability Behavior of Cable-Stayed Ultra-High Strength Steel Column with Welded I-Section

Zheng Xian Bai; Ming Fei Chen; Xi Ming Hou; Ke Ran Xu; Yu Min Liu; Chun Sheng Dai; Chao Xu

doi:10.4028/www.scientific.net/AMM.193-194.1352

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 193-194Study on Stability Behavior of Cable-Stayed...

Study on Stability Behavior of Cable-Stayed Ultra-High Strength Steel Column with Welded I-Section

Abstract:

Overall elastic-plastic stability behavior of cable-stayed ultra-high strength steel (660MPa) column with welded I-section is studied by geometric and material nonlinear FEM of software ANSYS. Longitudinal residual stresses and initial imperfections are taken into consideration. The results indicate that cable-stayed type can significantly improve overall stability bearing capacity and effectively control mid-span deflection of ultra-high strength steel column.

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Periodical:

Applied Mechanics and Materials (Volumes 193-194)

Pages:

1352-1356

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.193-194.1352

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Cite this paper

Online since:

August 2012

Authors:

Zheng Xian Bai, Ming Fei Chen, Xi Ming Hou, Ke Ran Xu, Yu Min Liu, Chun Sheng Dai, Chao Xu

Keywords:

Cable-Stayed Column, Stability Behavior, Ultra High-Strength Steel

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References

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