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Home»Articles»Experimental Investigation and Comparison of Composite Slab with Perpendicular and Skew Type Steel Decking

Experimental Investigation and Comparison of Composite Slab with Perpendicular and Skew Type Steel Decking

Author : E. Navaneetha and V. Niranjan
Volume 7 No.1 January-June 2018 pp 11-14

Abstract

Composite floor is widely used in the building industry in the last decades. The casting of concrete is carried out on corrugated steel plate which is supported by beams. The efficiency of composite slabs depends on composite action between the steel and concrete structural members. Composite slab with profiled steel decking has proved over the years to be one of the simpler, faster, lighter and economical constructions in steel-framed building systems. This system is well accepted by the construction industry due to the many advantages over other types of floor systems.
Composite slab reinforced with profiled steel decking sheet means there is a provision in the system for positive mechanical interlock between the interface of concrete and the steel deck by means of embossments. The profiled decking sheet must provide resistance to vertical separation and horizontal slippage between the contact surface of the concrete and the decking sheet. It also permits the transfer of shear stresses from the concrete slab to the steel deck. The main objective of this project is to investigate and compare the composite slab with perpendicular and skew type steel decking.

Keywords

Composite Slab, Skew Type, Steel Decking

Full Text:

References

[1] Bing Wang, Qiao Huang and Xiaoling, “Experimental investigation of steel concrete composite beams with different degrees of shear connection under monotonic and fatigue loads”, Advanced in Structural Engineering, 2017.
[2] Georgios S. Papavasileion, “Analytical framework for the substitution of steel-concrete composite column with equivalent steel sections in structural design”, Structural Engineering, 2017.
[3] Katrin Habel, “Composite ultra-high-performance fiber-reinforced concrete (UHPFRC) and conventional reinforced concrete structural members are investigated to assess the rehabilitation potential for existing concrete structures”, Vol. 4, No. 37, 2017.
[4] V Aparna, “The experimental investigations on steel tubes filled with different types of concrete”, 2017.
[5] R. Baskar, “Study on experimental and finite element modeling of Composite deck slabs with and without embossments”, Vol. 12, No. 9, pp.1987-1993, 2017.
[6] P. Indira Devi, “Investigating the improvements of hollow steel tubes filled with concrete and externally bonded with fibre reinforced polymers”, 2016. [7] Kristi L. Selden, “Experimental investigations focused on the thermal and structural behavior of composite beams with shear connections subjected to fire conditions”, Vol. 142, No. 2, pp.196-217, 2016.

The Asian Review of Civil Engineering (TARCE) is a half-yearly international peer-reviewed journal of Civil Engineering. One of the objectives of this journal is to disseminate knowledge on various research issues connected with the topics include, but are not limited to:

Coastal engineering
Construction engineering
Earthquake engineering
Environmental engineering
Geotechnical engineering
Water resources engineering
Materials engineering
Structural engineering
Surveying
Transportation engineering
Municipal or urban engineering

Composite floor is widely used in the building industry in the last decades. The casting of concrete is carried out on corrugated steel plate which is supported by beams. The efficiency of composite slabs depends on composite action between the steel and concrete structural members. Composite slab with profiled steel decking has proved over the years to be one of the simpler, faster, lighter and economical constructions in steel-framed building systems. This system is well accepted by the construction industry due to the many advantages over other types of floor systems. Composite slab reinforced with profiled steel decking sheet means there is a provision in the system for positive mechanical interlock between the interface of concrete and the steel deck by means of embossments. The profiled decking sheet must provide resistance to vertical separation and horizontal slippage between the contact surface of the concrete and the decking sheet. It also permits the transfer of shear stresses from the concrete slab to the steel deck. The main objective of this project is to investigate and compare the composite slab with perpendicular and skew type steel decking.

Editor-in-Chief
Prof. Francesco Colangelo
Department of Engineering, Universita degli Studi di Napoli Parthenope, Italy
[email protected]
Editorial Advisory Board
Dr. Suhana Binti Koting
Department of Civil Engineering, University of Malaya, Malaysia
[email protected]
Dr. Abdul Rahman Mohd. Sam
Department of Structure and Materials, Universiti Teknologi Malaysia
[email protected]
Prof. Sr Mokhtar Azizi Bin Mohd Din
Department of Civil Engineering, University of Malaya, Malaysia
[email protected]
Prof. N. Anuja
Department of Civil Engineering, Mepco Schlenk Engineering College, Sivakasi, India
[email protected]
Dr. Ramadhansyah Putra Jaya
Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
[email protected]
Dr. Johan Bin Sohaili
Department of Civil Engineering , Universiti Teknologi Malaysia
[email protected]
Dr. Norhisham Bin Bakhary
Department of Structure and Materials, Universiti Teknologi Malaysia
[email protected]
Dr. Sitti Asmah Hassan
Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
[email protected]
Dr. Libriati Binti Zardasti
Department of Structures and Materials, Universiti Teknologi Malaysia
[email protected]
Dr. Nor Zurairahetty Mohd Yunus
Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
[email protected]
Dr. Zaiton Haron
Department of Structure and Materials, Universiti Teknologi Malaysia
[email protected]
Dr. Rini Asnida Abdullah
Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
[email protected]
Dr. Mohd Razman bin Salim
Department of Environmental Engineering, Universiti Teknologi Malaysia
[email protected]
Dr. Norhidayah Abdul Hassan
Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
[email protected]
Dr. Yuen Choon Wah
Department of Civil Engineering, University of Malaya, Malaysia
[email protected]

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    Editorial Note

    Editorial Prof. Francesco Colangelo

    Editor-in-Chief
    Prof. Francesco Colangelo
    Department of Engineering, Universita degli Studi di Napoli Parthenope, Italy
    [email protected]
    Editorial Advisory Board
    Dr. Suhana Binti Koting
    Department of Civil Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Abdul Rahman Mohd. Sam
    Department of Structure and Materials, Universiti Teknologi Malaysia
    [email protected]
    Prof. Sr Mokhtar Azizi Bin Mohd Din
    Department of Civil Engineering, University of Malaya, Malaysia
    [email protected]
    Prof. N. Anuja
    Department of Civil Engineering, Mepco Schlenk Engineering College, Sivakasi, India
    [email protected]
    Dr. Ramadhansyah Putra Jaya
    Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
    [email protected]
    Dr. Johan Bin Sohaili
    Department of Civil Engineering , Universiti Teknologi Malaysia
    [email protected]
    Dr. Norhisham Bin Bakhary
    Department of Structure and Materials, Universiti Teknologi Malaysia
    [email protected]
    Dr. Sitti Asmah Hassan
    Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
    [email protected]
    Dr. Libriati Binti Zardasti
    Department of Structures and Materials, Universiti Teknologi Malaysia
    [email protected]
    Dr. Nor Zurairahetty Mohd Yunus
    Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
    [email protected]
    Dr. Zaiton Haron
    Department of Structure and Materials, Universiti Teknologi Malaysia
    [email protected]
    Dr. Rini Asnida Abdullah
    Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
    [email protected]
    Dr. Mohd Razman bin Salim
    Department of Environmental Engineering, Universiti Teknologi Malaysia
    [email protected]
    Dr. Norhidayah Abdul Hassan
    Department of Geotechnics and Transportation, Universiti Teknologi Malaysia
    [email protected]
    Dr. Yuen Choon Wah
    Department of Civil Engineering, University of Malaya, Malaysia
    [email protected]

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