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http://dx.doi.org/10.7781/kjoss.2014.26.5.441

Test of SRC Column-to-Composite Beam Connection under Gravity Loading  

Kim, Young Ju (Construction Engineering Center, DRB Holding Co., Ltd.)
Bae, Jae Hoon (Construction Engineering Center, DRB Holding Co., Ltd.)
Ahn, Tae Sang (Construction Engineering Center, DRB Holding Co., Ltd.)
Jang, Seong Hoon (Research & development Institute, Lotte E&C)
Publication Information
Journal of Korean Society of Steel Construction / v.26, no.5, 2014 , pp. 441-452 More about this Journal
Abstract
In this paper, steel reinforced concrete(SRC) column and composite beam connections were statically tested under gravity loading. The composite beam consists of H-section and U-section members. Five full-scaled specimens were designed to investigate the effect of a number of parameters on behavior of connections such as H-section size, the presence of stud connector, the presence of stiffeners and top bars. In addition, structural performance of welded joint between the H-section and the U-section members is mainly discussed, with an emphasis on initial stiffness, strength, deformation capacity.
Keywords
Composite beam; Connection; Gravity load; Initial stiffness; Strength; Deformation capacity;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
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