Composite Behavior of Concrete Slab with Steel Decking under Flexural Loading

Yu Cheng Kan; Li Huai Chen; Chung Hao Wu; Tson Yen; Hui Wen Liao

doi:10.4028/www.scientific.net/AMR.284-286.628

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 284-286Composite Behavior of Concrete Slab with Steel...

Composite Behavior of Concrete Slab with Steel Decking under Flexural Loading

Abstract:

In this study, mechanical behavior and failure pattern of composite concrete deck were investigated. A unique dimension of steel concrete deck was fabricated and tested in four-point bending. Two series of decking were also designated with bolts at a spacing of 15 cm and 30 cm, used to compare with those without bolt. Totally, 9 composite concrete decks were tested in a close-loop servo-hydraulic testing system (MTS) using displacement control. Load versus displacement curves as well as failure patterns of the specimens were studied to figure out the mechanical behavior of this type of composite structure.

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Periodical:

Advanced Materials Research (Volumes 284-286)

Pages:

628-632

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.284-286.628

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Online since:

July 2011

Authors:

Yu Cheng Kan, Li Huai Chen, Chung Hao Wu, Tson Yen, Hui Wen Liao

Keywords:

Composite, Concrete, Slab, Slip, Steel Decking

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References

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