Experimental Study on the Shear Failurelaw of Gate Slot

Abstract:

The mechanical behavior of 12 concrete specimens under local strain is studied according to simulating principle of work of gate slot. The experimental result indicates that the failure mode of these reinforced members in the test has revealed to be shear failure. The shear failurelaw of gate slot based on the test data is analyzed in the paper, and the main effect factors of the shearing capacity of gate slot are discussed. In this foundation, a corresponding proposed simplified method is put forward in the end.

• Periodical: Advanced Materials Research (Volumes 163-167)
• Pages: 1891-1894
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.163-167.1891
• Online since: December 2010
• Authors: Ju Hong Han, Song Feng Wu, Wen Li Liu
• Keywords: Failurelaw, Gate Slot, Shear Thrust

References

[1] SL191-2008: Design code for hydraulic concrete structures (China WaterPower Press, Beijing 2008)(in China).

[2] Songfeng Wu: Experimental Study on The Performance of the Shear Capacity of Gate Slot (Dissertation for the Master Degree in Engineering, Zhengzhou University 2009). (in China).

[3] Juhong Han, Leishun Zhang: Industrial Construction Vol. 31(2) (2001), pp.1-3 (in China).