Experimental Research and Calculation Analysis on Shear Crack Load of Steel Reinforced Concrete T-Shaped Columns

Jun Tao Li; Xiang Gang Zhang; Zopng Ping Chen

doi:10.4028/www.scientific.net/AMM.166-169.154

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Experimental Research and Calculation Analysis on...

Experimental Research and Calculation Analysis on Shear Crack Load of Steel Reinforced Concrete T-Shaped Columns

Abstract:

Based on the experiment of 8 steel reinforced concrete T-shaped columns specimens under monotonic static shear load, test value of shear crack load were obtained. Influence on shear crack load because of the shear span ratio, axial compression ratio and stirrup ratio was analyzed, the added coefficient θ of flange and α of steel were introduced. The calculation formula for shear cracking load was given. It is shown that shear cracking load reduces as the shear span ratio and increases with the axial compression ratio increases within a certain range, shear cracking load increases with stirrup ratio increasing, the calculated value of shear cracking load is in good agreement with the experimental data.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

154-158

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.154

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Online since:

May 2012

Authors:

Jun Tao Li, Xiang Gang Zhang, Zopng Ping Chen

Keywords:

Added Coefficient, Shear Crack, Steel Reinforced Concrete, T-Shaped

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References

[1] Li Junhua, Tong Dawu, Wang Xintang. Research Statue and Analysis of SRC Special-shaped Columns[J]. Special Structures, 2009, 26(1):52-55.(in Chinese)

Google Scholar

[2] Cheng-Tzu Thomas Hsu. Biaxial Loaded L-shaped Reinforced Concrete Columns. Journal of Structural Engineering, 111(12), 1985.

DOI: 10.1061/(asce)0733-9445(1987)113:7(1639)

Google Scholar

[3] Chen Zongping, Xue Jianyang, Zhao Hongtie. Experimental research and calculation analysis on shear crack loading of steel reinforced concrete special-shaped columns[J]. Sichuan Building Science, 2010, 36(1): 59-62. (in Chinese)

Google Scholar

[4] Chen Zongping, Xue Jianyang, Zhao Hongtie, etc. Analysis on the shear capacity of irregularly-shaped steel reinforced concrete columns under cyclic reversed loading [J]. China Civil Engineering Journal. 2007. 40(7): 15-21. (in Chinese)

Google Scholar

[5] Zhao Hongtie. Steel and concrete composite structures[M]. Beijing: Science Press, 2001. (in Chinese)

Google Scholar