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

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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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Edited by:

Dongye Sun, Wen-Pei Sung and Ran Chen

Pages:

898-902

Citation:

Y. Q. Wang et al., "Numerical Analysis on Loading Capacity of Continuous Composite Slab with Steel Deck", Applied Mechanics and Materials, Vols. 71-78, pp. 898-902, 2011

Online since:

July 2011

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$38.00

[1] S. Chen: Journal of Constructional Steel Research Vol. 23(2002), pp.20-26.

[2] S. Chen: Journal of Building Structures Vol. 16(2001), pp.37-40, in Chinese.

[3] L.H. Lee, S.T. Quek and K.K. Ang: Journal of Constructional Steel research Vol. 57(2001), pp.401-415.

[4] BS5950-4: 1994. British standard, Structural use of steelwork in building-Part 4: Code of practice for design of composite slabs with profiled steel sheeting.

DOI: https://doi.org/10.3403/00321332u

[5] R. Abdullah: Doctor Dissertation of Virginia Polytechnic Institute and State University, (2004).

[6] G.S. Ju and S.M. Park: Journal of Korean Steel Structural Association, Vol. 12(2000), pp.671-680 , in Korean.

[7] Byron J. Daniels and Michel Crisinel: Journal of Structural Engineering Vol. 119(1993), pp.16-35.

[8] Y.Q. WANG, J.S. Sung and Y.J. SHI: Journal of Civil Architectural & Environmental Engineering Vol. 32(2010), pp.1-6, in Chinese.

[9] Yang Keun-Hyeok, Ko Young-Woo and Chung Heon-soo: Journal of Architecture Institute of Korea-Structure Engineering Session Vol. 21(2005), pp.21-30, in Korean.

[10] Miquel Ferrer, Frederic Marimon and Michel Crisinel: Journal of Thin walled Structures Vol. 44(2006), pp.1261-1271.

DOI: https://doi.org/10.1016/j.tws.2007.01.010