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

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

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...

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Veröffentlicht in:Applied Mechanics and Materials 2012-08, Vol.193-194, p.1352-1356
Hauptverfasser: Liu, Yu Min, Hou, Xi Ming, Xu, Ke Ran, Bai, Zheng Xian, Chen, Ming Fei, Dai, Chun Sheng, Xu, Chao
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container_title Applied Mechanics and Materials
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creator Liu, Yu Min
Hou, Xi Ming
Xu, Ke Ran
Bai, Zheng Xian
Chen, Ming Fei
Dai, Chun Sheng
Xu, Chao
description 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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