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2021 | OriginalPaper | Chapter

Cold-Formed Steel Concrete Composite Slab: Structural Performance Evaluation Through Experimental Study

Authors : M. Adil Dar, Ahmad Fayeq Ghowsi, A. R. Dar

Published in: 3rd International Conference on Innovative Technologies for Clean and Sustainable Development

Publisher: Springer International Publishing

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Abstract

Composite slabs with corrugated steel decking are efficient structural systems that have numerous desired key features like simple faster and lighter as well as cost effective structural constructions, particularly in the framed steel buildings. All these advantages attribute to the composite action developed between the steel and concrete component of the composite system, which is mainly governed by the shear transfer between the two. This paper presents the test results on an experimental study performed on a full scale one way cold-formed steel (CFS) concrete slab. The composite slab was subjected to monotonic flexural loading with simply supported end conditions. The primary aim of this investigation was to access the role of shear connector in developing the composite action between the CFS corrugated sheet and the concrete component of the composite slab. M25 grade of concrete was used in the preparation of the CFS concrete composite slab. The structural behaviour assessment was mainly carried out the ultimate load resisted by the composite slab, apart from the mid-span deflection. The mode of failure and the crack pattern was also studied.

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previous chapter Evaluating the Effect of Speed Variation on Vehicular Emission Using an Integrated Modelling Approach
next chapter Investigation of Critical Factors Influencing Cost Overrun in Highway Construction Projects
Literature
1.
Dar, M.A., Subramanian, N., Dar, D.A., Dar, A.R., Anbarasu, M., Lim, J.B.P., Mahjoubi, S.: Flexural strength of cold-formed steel built-up composite beams with rectangular compression flanges. Steel Compos. Struct. 34(2), 171–188 (2020)
2.
Dar, M.A., Subramanian, N., Rather, A.I., Dar, A., Lim, J.B.P., Anbarasu, M., Roy, K.: Effect of angle stiffeners on the flexural strength and stiffness of cold-formed steel beams. Steel Compos. Struct. 33(2), 225–243 (2019)
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Dar, M.A., Sahoo, D.R., Jain, A.K.: Axial compression behavior of laced cold-formed steel built-up columns with unstiffened angle sections. J. Constr. Steel Res. 162 (2019).
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Metadata
Title
Cold-Formed Steel Concrete Composite Slab: Structural Performance Evaluation Through Experimental Study
Authors
M. Adil Dar
Ahmad Fayeq Ghowsi
A. R. Dar
Copyright Year
2021
Book
3rd International Conference on Innovative Technologies for Clean and Sustainable Development

Print ISBN: 978-3-030-51484-6

Electronic ISBN: 978-3-030-51485-3

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-3-030-51485-3_21