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Flexural Capacity of the Profiled Steel Composite Beams -Deep Deck Plate-  

Heo, Byung Wook (한국건설기술연구원)
Kwak, Myong Keun (한국건설기술연구원)
Bae, Kyu Woong (한국건설기술연구원)
Jeong, Sang Min (한진중공업 건설기술연구소)
Publication Information
Journal of Korean Society of Steel Construction / v.19, no.3, 2007 , pp. 247-258 More about this Journal
Abstract
This paper describes the results of an experimental study on the new type of encased composite beams that use deep deck plates, which could reduce the story height of buildings by controlling the bottom flange of steel beams. The profiled steel beam was thus developed. It was advantageous to the long span of the buildings. Seven full-scale specimens were constructed, and simply supported bending tests were conducted on the encased composite beams with different steel plate thicknesses, with and without shear studs, reinforcing bars, and web openings. The test results showed that the encased composite beams that were developed in this study had sufficient composite action without additional shear connectors due to their inherent shear-bond effects between the steel beams and concrete.
Keywords
Composite Beams; Deep Deck Plate; Profiled Steel-beams; Encased Composite Beams; Composite Action;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
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