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.
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