Behaviour of Laced Curved Concrete-Filled Steel Tubular Members Subjected to Axial Compression

Lian Qiong Zheng; Yi Feng Zheng; Shu Li Guo

doi:10.4028/www.scientific.net/AMM.204-208.949

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Behaviour of Laced Curved Concrete-Filled Steel...

Behaviour of Laced Curved Concrete-Filled Steel Tubular Members Subjected to Axial Compression

Abstract:

Laced curved concrete-filled steel tubular (CCFST) member is an attractive proposition to be widely used in large-span space structures for economic and aesthetic purposes. A finite element model (FEM) was developed to perform an analysis on the full-range load versus deformation curves of laced CCFST members under axial compression to make it possible for proposing the further practical design.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

949-953

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.949

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Online since:

October 2012

Authors:

Lian Qiong Zheng, Yi Feng Zheng, Shu Li Guo

Keywords:

Laced Curved Concrete-Filled Steel Tubular Members, Load-Carrying Capacity, Machanical Behaviour, Numerical Analysis

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References

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