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http://dx.doi.org/10.5762/KAIS.2012.13.11.5566

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

Lee, Chin-Ok (Department of Civil Engineering, Chungnam National University)
Park, Gyung-Hyeon (Department of Civil Engineering, Chungnam National University)
Moon, Jiho (School of Civil, Environmental & Architectural Engineering, Korea University)
Lee, Hak-Eun (School of Civil, Environmental & Architectural Engineering, Korea University)
Lim, Nam-Hyoung (Department of Civil Engineering, Chungnam National University)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.13, no.11, 2012 , pp. 5566-5571 More about this Journal
Abstract
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.
Keywords
Block shear; Bolted connection; Tension member;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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