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http://dx.doi.org/10.7781/kjoss.2014.26.6.595

Experiments on Flexural Resistance of Longitudinally Stiffened Plate Girder with Slender Web  

Park, Yong Myung (Department of Civil Engineering, Pusan National University)
Lee, Kun Joon (Department of Civil Engineering, Pusan National University)
Ju, Ho Jung (Department of Civil Engineering, Pusan National University)
Jo, Sung Hoon (Department of Civil Engineering, Pusan National University)
Publication Information
Journal of Korean Society of Steel Construction / v.26, no.6, 2014 , pp. 595-604 More about this Journal
Abstract
In this paper, a series of experiments for the evaluation of flexural resistance of longitudinally stiffened plate girder with slender web were conducted. For the purpose, four plate girder specimens with and without longitudinal stiffener were fabricated for the web slenderness of 219 and 156. The test results were compared with the current AASHTO LRFD and Eurocode 3 codes, respectively. As presented in the previous paper by the authors, it was acknowledged that the AASHTO LRFD code could considerably underestimate the flexural resistance of longitudinally stiffened girder with slender web and the proposed method in the previous paper could estimate the flexural resistance reasonably.
Keywords
Longitudinal stiffener; Slender web; Plate girder; Flexural resistance; AASHTO LRFD; Eurocode 3;
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Times Cited By KSCI : 1  (Citation Analysis)
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