Numerical Analysis on Loading Capacity of Continuous Composite Slab with Steel Deck

Yuan Qing Wang; Jong Su Sung; Yong Jiu Shi

doi:10.4028/www.scientific.net/AMM.71-78.898

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Numerical Analysis on Loading Capacity of...

Numerical Analysis on Loading Capacity of Continuous Composite Slab with Steel Deck

Abstract:

Composite slab with steel sheeting deck is considered a continuous slab when it is under a constructional situation. Nevertheless, many recent researches are focused on simply supported slab. In order to determine the load carrying capacity regarding various rebar ratio on negative moment region, a numerical analysis was carried out by using finite element analysis. The result of analysis shows that the reinforced steel rebar increases load carrying capacity. Moreover, it has shown that the reinforced length of steel rebar also affect the load carrying capacity.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

898-902

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.898

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Online since:

July 2011

Authors:

Yuan Qing Wang, Jong Su Sung, Yong Jiu Shi

Keywords:

Composite Structure, Continuous Composite Slab, Load-Carrying Capacity

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