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Block shear failure is one of limit states, and demands great caution in designing the tension member or connection joint of steel structures. From many studies and design specification, it is shown that the effect of the bolted connection type on the block shear failure was not considered. In order to investigate the effect of the bolted connection type(bearing type connection and slip critical connection) on the mode/strength of the block shear failure, tensile experiment is conducted in this study. Differences about the failure mode according to the design specification, bearing type connection, and slip critical connection are proposed from the analysis of test results. The variation of the block shear failure strength due to the frictional force in the slip critical connection is also investigated. Key Words : Block shear, Bolted connection, Tension member      . * Corresponding Author : Nam-Hyoung LimTel: +82-11-9402-1417 email: nhrim@cnu.ac.kr 12 10 15  12 10 29  12 11 08

An Experimental Study on the Effects of Bolted Connection Type on the Block Shear Failure