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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM15176

Flexural Performance of Lightweight Ferro Cement Panels by Using Expanded Metal Mesh with and without Glass Fiber: An Experimental Study

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM15176

Volume:

6 |

7 |

Jul 2022

Pages:

Publication Frequency:

Monthly (12 issues per year)

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Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

KC

Kunal Chavan

RJ

Rohit Jadhav

SG

Saurabh Gaikwad

SN

Saurabh Nimbalkar

AJ

Akash Jagtap

SM

Shivani Mulik

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Abstract

The present study describes the result of testing flat ferrocement with different number of wire mesh layer and variation in panel thickness. The number of wire mesh layer on the quctility flexural load- deflection curre, first crack load & ultimate load & ultimate strength of this type of ferrocement structure. The number of wire mesh layer is single, two & three layer also thickness of panel 20mm,30mm &40mm.Panels were casted with mortar of mix proportion (1:3) & water cement ratio (0.45). panels were tested under two-point loading system in utm machine after curring period 28 day. Tested result shows that panels with glass fibre exhibits greater flexural strength and less deflection.

KEYWORDS

Ferrocement Expanded mesh Flexural strength Panel thickness Glass fibre.

Cite This Article

Kunal Chavan, Rohit Jadhav, Saurabh Gaikwad, Saurabh Nimbalkar, Akash Jagtap, Shivani Mulik, "Flexural Performance of Lightweight Ferro Cement Panels by Using Expanded Metal Mesh with and without Glass Fiber: An Experimental Study," International Journal of Scientific Research in Engineering and Management, vol. 6, no. 7, Jul 2022.

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Publication Date

10/6/2022

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Double-Blind Peer Review

Review Rounds: 2

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