Longitudinal shear in composite deck slabs using corrugated steel sheets

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Published:
Jun 30, 2021
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Vol. 30 No. 3 (2021)
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Hakim S.M. Alkurayshi
Alfurat Alawsat Technical University, Najaf Technical College, Babylon-najaf street, 54003, Najaf, Iraq
https://orcid.org/0000-0002-2805-5260
Adnan K. Jawad
Alfurat Alawsat Technical University, Najaf Technical College
Alaa M. Dawood
Alfurat Alawsat Technical University, Najaf Technical College
Ahmed Hakim S.
Civil engineer private sector, Najaf, Iraq

DOI: https://doi.org/10.22630/PNIKS.2021.30.3.35
Keywords : corrugated sheets, shear transfer, shear span, slip, deflection
Abstract
Profile deck steel sheets are used in composite deck slabs. These sheets are standard in dimensions and shapes besides they are supplied with embossments and indentations. Such sheets are not available in Iraqi markets nowadays therefore people used another type of sheets which are corrugated without embossments or indentations in very wide range. This study covers the use of such sheets in composite slabs as decks instead of standard profiled steel sheets. The study comprises testing slabs of dimensions 0.9 × 2.5 m reinforced by steel fabric mesh and rested on corrugated sheets. Two types of shear spans are selected shorter and longer to study the longitudinal shear force transmitted due to the applied loads according to the Eurocode 4. The shorter shear spans are 600, 500 and 400 mm while longer one is 800, 750 and 700 mm. The study extended to support the requirements of design equation of the Eurocode by shear bond method also known as m–k method. The evaluated values of m and k are 0.094 and 65 respectively. The result of k which plays a very important role in shear transfer is small compared to what available in literature, therefore it is recommended to make use of shear connectors in such construction or any else method.

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How to Cite
Alkurayshi, H. S., Jawad, A. K., Dawood, A. M., & Hakim S., A. (2021). Longitudinal shear in composite deck slabs using corrugated steel sheets. Scientific Review Engineering and Environmental Sciences (SREES), 30(3), 411–423. https://doi.org/10.22630/PNIKS.2021.30.3.35
References

Abdullah, R. & Easterling, W.S. (2009). New evaluation and modeling procedure for horizontal shear bond in composite slabs. Journal of Constructional Steel Research, 65(4), 891-899.

Burnet, M.J. & Oehlers, D.J. (2001). Rib shear connectors in composite profiled slabs. Journal of Constructional Steel Research, 57(12), 1267-1287.

Central Organization for Standardization and Quality Control [COSQC] (1984a). Fine and coarse aggregates (IQS 45/1984). Baghdad: Iraqi Central Agency for Standardization and Quality Control (translated from Arabic edition).

Central Organization for Standardization and Quality Control [COSQC] (1984b). Portland cement (IQS 5/1984). Baghdad: Iraqi Central Agency for Standardization and Quality Control (translated from Arabic edition).

Chen, S. (2003). Load carrying capacity of composite slabs with various end constraints. Journal of Constructional Steel Research, 59(3), 385-403.

Cifuentes, H. & Medina, F. (2013). Experimental study on shear bond behavior of composite slabs according to Eurocode 4. Journal of Constructional Steel Research, 82, 99-110.

Easterling, S.W. & Young, C.S. (1992). Strength of composite slabs. Journal of Structural Engineering, 118(9), 2370-2389.

European Committee for Standardization [CEN] (2004). Eurocode 4: Design of composite steel and concrete structures. Part 1-1: General rules and rules for buildings (EN 1994-1-1:2004). Brussels.

Gholamhoseini, A., Gilbert, R.I., Bradford, M.A. & Chang, Z.T. (2014). Longitudinal shear stress and bond–slip relationships in composite concrete slabs. Engineering Structures, 69, 37-48.

Hedaoo, N.A., Gupta, L.M. & Ronghe, G.N. (2012). Design of composite slabs with profiled steel decking: a comparison between experimental and analytical studies. International Journal of Advanced Structural Engineering, 4(1), 1-15.

Japan, U.S. & Vakil, M.D. (2014). Parametric study of composite slab using finite element analysis. International Journal of Futuristic Trends in Engineering and Technology, 1(03), 133-136.

Jeong, Y.J. (2008). Simplified model to predict partial-interactive structural performance of steel–concrete composite slabs. Journal of Constructional Steel Research, 64(2), 238-246.

Lakshmikandhan, K.N., Sivakumar, P., Ravichandran, R. & Jayachandran, S.A. (2013). Investigations on efficiently interfaced steel concrete composite deck slabs. Journal of Structures, 2013, 628759. https://doi.org/10.1155/2013/628759

Mäkeläinen, P. & Sun, Y. (1999). The longitudinal shear behaviour of a new steel sheeting profile for composite floor slabs. Journal of Constructional Steel Research, 49(2), 117-128.

Marčiukaitis, G., Jonaitis, B. & Valivonis, J. (2006). Analysis of deflections of composite slabs with profiled sheeting up to the ultimate moment. Journal of Constructional Steel Research, 62(8), 820-830.

Marimuthu, V., Seetharaman, S., Jayachandran, S.A., Chellappan, A., Bandyopadhyay, T.K. & Dutta, D. (2007). Experimental studies on composite deck slabs to determine the shear-bond characteristic (m–k) values of the embossed profiled sheet. Journal of Constructional Steel Research, 63(6), 791-803.

Porter, M.L. & Ekberg, C.E. Jr. (1975). Design recommendations for steel deck floor slabs. In 3-rd International Specialty Conference on Cold-Formed Steel Structures. Columbia (MO): University of Missouri.

Saravanan, M., Marimuthu, V., Prabha, P., Arul Jayachandran, S. & Datta, D. (2012). Experimental investigations on composite slabs to evaluate longitudinal shear strength. Steel & Composite Structures, 13(5), 489-500.

Wright, H.D., Evans, H.R. & Harding, P.W. (1987). The use of profiled steel sheeting in floor construction. Journal of Constructional Steel Research, 7(4), 279-295.

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