Behaviour of Concrete Filled Steel Tube Reinforced Concrete (CFSTRC) Stub Columns: Experiments

Yong Jin Li; Qing Xin Ren; Fei Yu Liao

doi:10.4028/www.scientific.net/AMM.166-169.859

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Behaviour of Concrete Filled Steel Tube Reinforced...

Behaviour of Concrete Filled Steel Tube Reinforced Concrete (CFSTRC) Stub Columns: Experiments

Abstract:

Concrete filled steel tube (CFST) reinforced concrete (CFSTRC) columns subjected to axial compression were experimentally investigated in this paper. A total of ten specimens were tested. The main parameters varied in the experiments were steel tube ratio and concrete strength. It was found that, under axial compression, the column ultimate strength increases with the increasing of steel tube ratio and concrete strength. The work in this paper provides a basis for the further theoretical study on the behavior of CFSTRC columns.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

859-862

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.859

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Online since:

May 2012

Authors:

Yong Jin Li, Qing Xin Ren, Fei Yu Liao

Keywords:

Axial Compression, Concrete, Concrete Filled Steel Tube Reinforced Concrete (CFSTRC), Stub Column, Ultimate Strength

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References

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