Axial Compression Ratio Limit of L-Shaped Reinforced Concrete Columns with Different Limb Lengths

Fu Lai Qu; Pei Yuan Tian; Lu Yang Qi

doi:10.4028/www.scientific.net/AMM.438-439.522

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Axial Compression Ratio Limit of L-Shaped...

Axial Compression Ratio Limit of L-Shaped Reinforced Concrete Columns with Different Limb Lengths

Abstract:

Axial compression ratios of L-shaped columns with different directions of neutral axis were calculated by numerical method. It can be found that the axial compression ratio reaches the minimum value when neutral axis is parallel to the section edge and the shorter limb is compressed, the section scale has little influence on the axial compression ratio of L-shaped columns. On the base of analysis, axial compression ratios of L-shaped columns with different limb lengths are given out.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

522-525

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.522

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Online since:

October 2013

Authors:

Fu Lai Qu, Pei Yuan Tian, Lu Yang Qi

Keywords:

Axial Compression Ratio Limit, Different Limb Lengths, L-Shaped Column

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References

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