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Home»Articles»Case Study on Glass Fiber Reinforced Gypsum Panel in Mass House Economics

Case Study on Glass Fiber Reinforced Gypsum Panel in Mass House Economics

Author : V. M. Mujeeb and R. Udhayasakthi
Volume 6 No.2 July-December 2017 pp 15-19

Abstract

GFRC has advantage of being light weight and reducing the overall cost of construction bringing economy in construction. GFRC is concrete that uses Glass fibers for reinforcement instead of steel. The fibers cannot rust like steel, there is no need for a protective concrete cover thickness to prevent rusting. With the thin, hollow construction of GFRC products, they can weigh a fraction of weight of traditional precast concrete. This paper aims to determine compressive, flexural and tensile behavior of the glass fibers reinforced concrete and to contribute to the classification and specification of glass fibers reinforced concrete (GFRC) and to deal with the question if structural glass fibers reinforced concrete as a special kind of glass fibers reinforced concrete is suited for use in load – bearing members. Despite excellent material properties, the use of glass fibers in a concrete matrix is carried out so far only in non-structural elements or as a modification for the prevention of shrinkage cracks.

Keywords

Glass Fiber, Gypsum, Mass House, Economics

Full Text:

References

[1] M. Homam, “A Decade of Performance of FRP-Repaired Concrete Structures”, Proceedings of the ISIS-SHM 2004 Workshop, Winnipeg, Manitoba, Canada, pp. 751-758, 2004.

[2] K. Chandramouli, “Rapid Chloride Permeability Test for Durability Studies on Glass Fibre Reinforced Concrete”, Vol. 5, No. 3, pp. 67-71, March 2010.
[3] C. Selin Ravikumar and T. S. Thandavamoorthy, “Glass Fibre Concrete: Investigation on Strength and Fire Resistant Properties” IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), Vol. 9, No.3, pp. 21-25, 2013.
[4] P. Srinivasa Rao and K. Chandra Mouli, “Durability Studies on Glass Fiber Reinforced Concrete”, Journal of Civil Engineering Science: An International Journal, Vol. 1, No. 2, pp. 37-42, 2012.
[5] Kavita S. Kene, “Experimental Study on Behaviour of Steel and Glass Fiber Reinforced Concrete Composites”, Vol. 2, No. 4, 2012.
[6] S. S. Pimplikar, “Glass Fibre Reinforced Concrete Use in Construction”, Vol. 2, No. 2, 2013.
[7] T. Subramani and A. Mumtaj, “Experimental Investigation of Partial Replacement of Sand with Glass Fibre”, Vol. 4, No. 5, 2015.
[8] Eethar Thanon, “Toughness Behaviour of High-Performance Lightweight Foamed Concrete Reinforced With Hybrid Fibres”, Vol. 16, No. 4, pp. 496–507, 2015.
[9] Meher Prasad and Devdas Menon, “Dynamic Analysis of GFRG”, Vol. 6, No. 4, 2016.
[10] S. H. Deshmukh, J. P. Bhusari and A. M. Zende, “Effect of Glass Fibres on Ordinary Portland Cement Concrete”, Vol. 2, No. 6, pp. 1308-1312, 2012.

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

GFRC has advantage of being light weight and reducing the overall cost of construction bringing economy in construction. GFRC is concrete that uses Glass fibers for reinforcement instead of steel. The fibers cannot rust like steel, there is no need for a protective concrete cover thickness to prevent rusting. With the thin, hollow construction of GFRC products, they can weigh a fraction of weight of traditional precast concrete. This paper aims to determine compressive, flexural and tensile behavior of the glass fibers reinforced concrete and to contribute to the classification and specification of glass fibers reinforced concrete (GFRC) and to deal with the question if structural glass fibers reinforced concrete as a special kind of glass fibers reinforced concrete is suited for use in load – bearing members. Despite excellent material properties, the use of glass fibers in a concrete matrix is carried out so far only in non-structural elements or as a modification for the prevention of shrinkage cracks.

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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