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Author:

Bai, Zhengxian (Bai, Zhengxian.) | Chen, Mingfei (Chen, Mingfei.) | Hou, Ximing (Hou, Ximing.) | Xu, Keran (Xu, Keran.) | Liu, Yumin (Liu, Yumin.) | Dai, Chunsheng (Dai, Chunsheng.) | Xu, Chao (Xu, Chao.)

Indexed by:

EI Scopus

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. © (2012) Trans Tech Publications, Switzerland.

Keyword:

Elastoplasticity Stability Steel heat treatment Steel construction Civil engineering Cables Welding

Author Community:

  • [ 1 ] [Bai, Zhengxian]The College of Architectural and civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Chen, Mingfei]The College of Architectural and civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Hou, Ximing]The College of Architectural and civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Xu, Keran]The College of Architectural and civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Liu, Yumin]Beijing Building Construction Research Institute, Beijing 100039, China
  • [ 6 ] [Dai, Chunsheng]Beijing General Municipal Engineering Design and Research Institute, Beijing 100082, China
  • [ 7 ] [Xu, Chao]The College of Architectural and civil Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

ISSN: 1660-9336

Year: 2012

Volume: 193-194

Page: 1352-1356

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 14

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