Numerical Analysis of RPC-Filled Circular Steel Tube Columns

Yan Wang; Guan Yuan Zhao

doi:10.4028/www.scientific.net/AMR.291-294.396

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 291-294Numerical Analysis of RPC-Filled Circular Steel...

Numerical Analysis of RPC-Filled Circular Steel Tube Columns

Abstract:

Reactive Powder Concrete(RPC) is a cementitious material that exhibits high performance properties. Brittle failure mode usually appears when it is subjected to high or complicated stress. The fragility performance of RPC can be great improved if efficient confinement is provided. In this paper, four RPC-filled steel tube stub columns under axial loads were analyzed using the finite element program ABAQUS. Two different axially loading modes were considered. The analysis results were compared with the results of the tests. It was found that the FEM models can predict the force-displacement relationship of such columns with acceptable accuracy.

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Periodical:

Advanced Materials Research (Volumes 291-294)

Pages:

396-400

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.291-294.396

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Online since:

July 2011

Authors:

Yan Wang, Guan Yuan Zhao

Keywords:

Finite Element, Inelastic, Loading Mode, RPC

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