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http://dx.doi.org/10.7781/kjoss.2015.27.1.053

An Experimental Study on the Static Load Capacity of T-Type Tension Joints with High Tension Bolt  

Lee, Seung Yong (Dept. of Civil Engineering, Korea National University of Transportation)
Choi, Jun Hyeok (Dept. of Civil Engineering, Bucheon University)
Kim, Kyong Tae (Dept. of Civil Engineering, Korea National University of Transportation)
Publication Information
Journal of Korean Society of Steel Construction / v.27, no.1, 2015 , pp. 53-61 More about this Journal
Abstract
The tension type joint is a mechanically very efficient connection method, as it directly uses the load capacity of base metal or high tension bolt, the reduction of the number of drilling hole and fastening and the fatigue resistance. It is applied to the joint of girder and cross beam, horizontal joints of towers, beam to column joints, the secondary member joints of deck floor ends, and brackets. In this paper, static load tests for the T-type tension joint were conducted to investigate the structural behavior of the joint. The parameters were bolt diameter, flange thickness, and the reduction of clamping force of the joint. The failure modes and load capacity of joints and the effects of flange thickness, bolt diameter and clamping force were investigated.
Keywords
High tension bolt; Tension type joint; T joint; Static load capacity;
Citations & Related Records
Times Cited By KSCI : 6  (Citation Analysis)
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