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Subject

Interfacial shear resistance of angle shear connectors welded to concrete filled U-shaped CFS beam
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논문 기본 정보

Type
Academic journal
Author
Hyoung Seok Oh (Seoul National University) Hyeongyeop Shin (Seoul National University) Youngkyu Ju (Korea University) Thomas H.-K. Kang (서울대학교)
Journal
International Association of Structural Engineering And Mechanics Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.43 No.3
Published
2022.5
Pages
311 - 325 (15page)

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cover
Interfacial shear resistance of angle shear connectors welded to concrete filled U-shaped CFS beam
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Abstract· Keywords

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For multi-story structural systems, Korean steel industry has fostered development of a steel-concrete composite beam. Configuration of the composite beam is characterized by steel angle shear connectors welded to a U-shaped cold formed steel beam. Effects of shear connector orientation and spacing were studied to evaluate current application of the angle shear connector design equation in AC495. For the study, interfacial shear resistance behavior was investigated by conducting 24 push-out tests and attuned using unreinforced push-out specimens. Interfacial shear to horizontal slip response was reported along with corresponding failure patterns. Pure shear connector strength was also evaluated by excluding concrete shear contribution, which was estimated in relation to steel beam-slab interface separation or interfacial crack width.

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