Three Types of Stress-Strain Relationship’s Comparison of Circular Tubed Reinforced Concrete in FEA

Xiao Hu; Zhen Lin Chen

doi:10.4028/www.scientific.net/AMM.204-208.930

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Three Types of Stress-Strain Relationship’s...

Three Types of Stress-Strain Relationship’s Comparison of Circular Tubed Reinforced Concrete in FEA

Abstract:

The paper introduces 3 types of uniaxial stress-strain relationships of concrete filled steel tube by Pan Youguang, Susantha and Saenz, and performs finite element analyses of the axial strengths of 18 CTRC columns, studies the characters of three models, and comprises between the axial strengths from FEA and existed experiments. Results show these 3 types of model are all suitable for bearing analysis, but Pan’s model is more accurate.

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Periodical:

Applied Mechanics and Materials (Volumes 204-208)

Pages:

930-933

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.930

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Online since:

October 2012

Authors:

Xiao Hu, Zhen Lin Chen

Keywords:

Confining Effect, Finite Element Analysis (FEA), Steel Tube, Uniaxial Stress-Strain Relationship

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References

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