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Monotonic behavior of C and L shaped angle shear connectors within steel-concrete composite beams: an experimental investigation
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Type
Academic journal
Author
Mahdi Shariati (Ton Duc Thang University) Farzad Tahmasbi (Sharif University of Technology) Peyman Mehrabi (K.N. Toosi University of Technology) Alireza Bahadori (University of Tehran) Ali Toghroli (Duy Tan University)
Journal
International Association of Structural Engineering And Mechanics Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.35 No.2
Published
2020.1
Pages
237 - 247 (11page)

Usage

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Monotonic behavior of C and L shaped angle shear connectors within steel-concrete composite beams: an experimental investigation
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Abstract· Keywords

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Shear connectors are essential elements in the design of steel-concrete composite systems. These connectors are utilized to prevent the occurrence of potential slips at the interface of steel and concrete. The two types of shear connectors which have been recently employed in construction projects are C- and L-shaped connectors. In the current study, the behavior of C and L-shaped angle shear connectors is investigated experimentally. For this purpose, eight push-out tests were composed and subjected to monotonic loading. The load-slip curves and failure modes have been determined. Also, the shear strength of the connectors has been compared with previously developed relationships. Two failure modes of shear connectors were observed: 1) concrete crushing–splitting and 2) shear connector fracture. It was found that the L-shaped connectors have less shear strength compared to C-shaped connectors, and decreasing the angle leg size increases the shear strength of the C-shaped connectors, but decreases the relative ductility and strength of L-shaped connectors.
#composite beams #shear connector #C-shaped angle #L-shaped angle #push-out test #monotonic loading

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References (49)

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BSI, D.E. / 1992 / Eurocode 4, CEN4: Design of composite steel and concrete structures. Part 1.1: General rules and rules for buildings / British Standards Institution google schola 최성민 / 2008 / Fatigue Strength of Angle Shape Shear Connector used in Steel-Concrete Composite Slab / International Journal of STEEL STRUCTURES 8(3):199~204 google schola Ciutina, A.L. / 2008 / Cyclic Performances of Shear Connectors / ASCE google schola Seyed Mehdi Davoodnabi / 2019 / Behavior of steel-concrete composite beam using angle shear connectors at fire condition / Steel and Composite Structures, An International Journal 30(2):141~147 dbpia Fukazawa, K. / 2002 / Fatigue durability of steel-concrete composite slab, MELAB and application to continuous composite steel girder bridge / Mitsui Zosen Technical Review 6:8~18 google schola

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