Study on Bearing Capacity of Reinforced Concrete Column with Z-Shaped Cross-Section under Biaxial Eccentric Compression

Tie Cheng Wang; Xuan Chen

doi:10.4028/www.scientific.net/AMR.243-249.431

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Study on Bearing Capacity of Reinforced Concrete...

Study on Bearing Capacity of Reinforced Concrete Column with Z-Shaped Cross-Section under Biaxial Eccentric Compression

Abstract:

Making use of the numerical analysis method, the bearing capacity of reinforced concrete column with Z-shaped cross-section subjected to biaxial eccentric compression was analyzed in this paper. Some factors affecting the ultimate bearing capacity of Z-shaped reinforced concrete column were studied, such as loading angle, ratio of axial compression, reinforced ratio, concrete strength and reinforcement arrangement in the limb. It is shown that the worst loading angle was near the second center bisector, the bearing capacity can be improved by enhance reinforced ratio, rebar strength or concrete strength, and the reinforcement arrangement in the limb had little effect on the bearing capacity.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

431-437

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.431

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Online since:

May 2011

Authors:

Tie Cheng Wang, Xuan Chen

Keywords:

Bearing Capacity, Biaxial Eccentric Compression, Numerical Analysis, Reinforcement Arrangement in the Limb, Z-Shaped Cross-Section Column

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References

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