Shear Capacity Analysis of SRHSC Frame Joints

Abstract:

Based on the tests of 5 steel reinforced high strength concrete (SRHSC) frame interior joint specimens, this paper discusses the mechanism of load transference in the joints. Shear effect of each part of the joints including concrete, steel web, band, flange frame and stirrup is analyzed. And then, the shear capacity equation of SRHSC frame joints is presented. Comparing the calculation results with the test results, it is indicated that the shear capacity equation proposed can correctly evaluate the ultimate shear strength for SRHSC joints.

• Periodical: Applied Mechanics and Materials (Volumes 166-169)
• Pages: 3298-3301
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.166-169.3298
• Online since: May 2012
• Authors: Shan Suo Zheng, Xie Han, Qing Lin Tao, Wei Wang
• Keywords: Frame Joints, Load Transfer Mechanism, Shear Capacity, SRHSC

References

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[2] Cheng-Chih Chen, Nan-Jiao Lin: J. of Constr. Steel Res, Vol. 62(2006), pp.424-433

[3] Gustavo Parra-Montesinos and James K. Wight: J. of ASCE, Vol. 127(2001), pp.3-11

[4] Zhaoyuan Chen: High strength concrete and its application (Tinghua University Publications, China 1992) (In Chinese).