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Home»Articles»Behavioral Approach of Concrete Prisms and Beams with Replacement of Reinforcement by Wire Mesh

Behavioral Approach of Concrete Prisms and Beams with Replacement of Reinforcement by Wire Mesh

Author : A. Helga Rene and S. Marvel Dharma
Volume 7 No.2 July-December 2018 pp 24-26

Abstract

This paper presents the results of an investigation aimed at behavioural approach of concrete prisms with replacement of reinforcement by wire mesh in various grade of concrete. To accomplish this objective, an experimental program was conducted. The experimental program comprised, casting and testing of forty-eight prisms of total dimensions 500 X 100 X 100 mm and beam of 2000x100x200mm consisting of no layer, one layer, two layer and three layer of 1.3mm thick welded wire mesh with spacing between welded wire mesh is 22mm and concrete grades with M20, M25, M30, M35. The results indicate that the use of wire mesh layers slightly increases the ultimate flexural load. The first crack load increased with the increase in the percentage of mesh reinforcement and the mesh layer thickness.

Keywords

Wire Mesh, Flexural Strength, Crack Width

Full Text:

References

[1] W. N. Al-Rifaei and A. H. Hassan, “Structural behaviour of thin wire mesh one-way bending elements”, Journal of Wire Mesh, Vol. 24, No. 2, pp. 115-126, 1994.
[2] American Concrete Institute, ACI Committee 549-1R-88, Guide for the design, construction, and repair of wire mesh, Manual of concrete practice, pp. 30. Framington Hill: American Concrete Institute, ACI Committee 549-1R-88, 2006.
[3] ASTM Committee C09 on Concrete and Concrete aggregate, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete, ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, US, 12p, 2012.
[4] T. Chandrasekhar Rao, T. D. Gunneswara Rao and N. V. Ramana Rao, “An experimental study on wire mesh channel units under flexural loading”, International Journal of Mechanics and Solids, Vol. 3, No. 2, pp. 195-203, 2008.
[5] P. Desayi and N. Nandakumar, “A semi-empirical approach to predict shear strength of wire mesh” Cement and Concrete Composites, Vol. 17, No. 3, pp. 207-218, 1995.
[6] E. H. Fahmy, Y. B. I. Shaheen, M. N. Abou Zeid and M. H. Gaafar, “Wire mesh sandwich and hollow core panels for wall construction”, Journal of Wire Mesh, Vol. 36, No. 3, pp. 876-891, 2006.

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

This paper presents the results of an investigation aimed at behavioural approach of concrete prisms with replacement of reinforcement by wire mesh in various grade of concrete. To accomplish this objective, an experimental program was conducted. The experimental program comprised, casting and testing of forty-eight prisms of total dimensions 500 X 100 X 100 mm and beam of 2000x100x200mm consisting of no layer, one layer, two layer and three layer of 1.3mm thick welded wire mesh with spacing between welded wire mesh is 22mm and concrete grades with M20, M25, M30, M35. The results indicate that the use of wire mesh layers slightly increases the ultimate flexural load. The first crack load increased with the increase in the percentage of mesh reinforcement and the mesh layer thickness.

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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