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Home»Articles»Experimental Studies on Fibre Integrated Lightweight Concrete Frames Under Lateral Forces: A Review

Experimental Studies on Fibre Integrated Lightweight Concrete Frames Under Lateral Forces: A Review

Author : M. Muthulakshmi and M. Vinod Kumar
Volume 7 No.1 Special Issue:April 2018 pp 88-91

Abstract

Reinforced Concrete (RC) framed structure with masonry infill is the most common type of building in which, RC frames participate in resisting lateral forces. The poor performance of RC frame buildings under lateral forces is due to its heavy mass and rigid construction. Use of Lightweight concrete (LWC) is preferred since the dead load of concrete is enormous. A low density of the LWC, decreases the weight of the building thus reducing the effect of lateral forces. However, LWC having a lower modulus of elasticity, has a faster rate of crack development in RC members. So, fibres are employed as an additive to increase the energy absorption capacity and to control the crack development. Pumice is a natural material of volcanic origin, has low density, which makes it ideal for production of LWC. Based on these ideas, Pumice aggregate is used as a partial replacement of coarse aggregate to its volume with addition of steel fibres to the volume of concrete. This paper summarizes the collected literatures related to RC frames, LWC, Fibre Reinforced Concrete (FRC) and thereby attempts to predict the lateral load response of RC portal frame with the use of LWC and Steel fibres.

Keywords

Lateral force, Pumice aggregate, RC portal frame, Steel fibre

Full Text:

References

[1] Bensaid Boulekbache, Mostafe Hamrat, Mohamed Chemrouk and Sofiane Amziane, “Flexural behaviour of steel fibre reinforced concrete under cyclic loading”, Construction and Building Materials, Vol. 126, pp. 253-262, 2016.
[2] Hasan Oktay, Recep Yumrutas and Abdullah Akpolat, “Mechanical and thermophysical properties of lightweight aggregate concretes”, Construction and Building Materials, Vol. 96, pp. 217-225, 2015.
[3] Kashyap and Sasikala, “An experimental study on Compressive Strength of steel fibre reinforced lightweight aggregate concrete”, Vol. 9, pp. 21-25, 2014.
[4] Lakshmi kumar Minapu and Ratnam, “Experimental study on LWAC with Pumice stone as a partial replacement of coarse aggregate”, Vol. 3, pp. 43-45, 2014.
[5] Lila Abdel-Hafez, Abouelezz and Faseal Elzefeary, “Behaviour of masonry strengthened infilled reinforced concrete frames under in-plane load”, Housing and Building National Reasearch Journal, Vol. 11, pp. 213-223, 2015.
[6] Messaound Saidani, Danah Saraieh and Michael Gerges, “Behaviour of different types of fibre reinforced concrete without admixture”, Engineering Structures, Vol. 113, pp. 328-334, 2016.
[7] Semsi Yazici, Gozde Inan and Volkan Tabak, “Effect of aspect ratio and volume fraction of steel fibre on the mechanical properties of SFRC”, Construction and Building Materials, Vol. 21, pp. 1250-1253, 2007.

[8] Sidi Shan, Shauang Li, Shiyu Xu and Lili Xie, “Experimental study on the progressive collapse performance of RC frames with infill walls”, Engineering Structures, Vol. 111, pp. 80-92, 2016.
[9] Simoes, Costa and Julio, “Influence of fibres on the mechanical behaviour of fibre reinforced concrete matrixes”, Construction and Building Materials, Vol.137, pp. 548-556, 2017.
[10] Sivalinga Rao and Bhaskar Desai, “Fibre reinforced lightweight aggregate concrete”, Vol. 3, pp 27-34, 2013.

Asian Journal of Engineering and Applied Technology is a peer-reviewed International research journal aiming at promoting and publishing original high quality research in all disciplines of engineering and applied technology. All research articles submitted to AJEAT should be original in nature, never previously published in any journal or presented in a conference or undergoing such process across the world. All the submissions will be peer-reviewed by the panel of experts associated with particular field. Submitted papers should meet the internationally accepted criteria and manuscripts should follow the style of the journal for the purpose of both reviewing and editing.

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Reinforced Concrete (RC) framed structure with masonry infill is the most common type of building in which, RC frames participate in resisting lateral forces. The poor performance of RC frame buildings under lateral forces is due to its heavy mass and rigid construction. Use of Lightweight concrete (LWC) is preferred since the dead load of concrete is enormous. A low density of the LWC, decreases the weight of the building thus reducing the effect of lateral forces. However, LWC having a lower modulus of elasticity, has a faster rate of crack development in RC members. So, fibres are employed as an additive to increase the energy absorption capacity and to control the crack development. Pumice is a natural material of volcanic origin, has low density, which makes it ideal for production of LWC. Based on these ideas, Pumice aggregate is used as a partial replacement of coarse aggregate to its volume with addition of steel fibres to the volume of concrete. This paper summarizes the collected literatures related to RC frames, LWC, Fibre Reinforced Concrete (FRC) and thereby attempts to predict the lateral load response of RC portal frame with the use of LWC and Steel fibres.

Editor-in-Chief
Dr. Seshadri Ramkumar
Department of Environmental Toxicology, Texas Tech University, Texas
[email protected]
Editorial Advisory Board
Dr. Kamarul Ariffin Bin Noordin
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Benjamin T.F. Chung
Department of Mechanical Engineering, University of Akron, Akron, USA
[email protected]
Dr. Mohd Faiz Bin Mohd Salleh
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Suhana Binti Mohd Said
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Norrima Binti Mokhtar
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Mohamadariff
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]

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    Editorial Note

    Editorial Dr. Seshadri Ramkumar

    Editor-in-Chief
    Dr. Seshadri Ramkumar
    Department of Environmental Toxicology, Texas Tech University, Texas
    [email protected]
    Editorial Advisory Board
    Dr. Kamarul Ariffin Bin Noordin
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Benjamin T.F. Chung
    Department of Mechanical Engineering, University of Akron, Akron, USA
    [email protected]
    Dr. Mohd Faiz Bin Mohd Salleh
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Suhana Binti Mohd Said
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Norrima Binti Mokhtar
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Mohamadariff
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]

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