High Impact Factor : 4.396 icon | Submit Manuscript Online icon |

Literature Survey on Stainless Steel Wire Mesh Reinforced Concrete Slab

Author(s):

R. Guru Prasath , VALLIAMMAI ENGINEERING COLLEGE; G. R. Iyappan, VALLIAMMAI ENGINEERING COLLEGE

Keywords:

Stainless Steel, Self-Compacting Concrete, Wire Mesh

Abstract

In this paper, experimental and analytical study on the flexural behaviour of stainless steel wire mesh RC slabs were reported. Single point flexure test on four slabs is conducted and the wire mesh is impregnated in different layers with providing constant cover of about 20mm respectively. The dimensions of the slabs are 0.75 x 0.75 x 0.1m. These slabs are casted using self-compacting concrete. The experimental tests include the testing of panels under static loading. Load is applied using a 500kN hydraulic jack. Linear voltage displacement transducers with 50 mm gauge range are used to measure the transverse deflections. The test results includes the ultimate load-bearing capacity, load-deflection profiles, typical modes of failure and cracking patterns under constantly increasing the loads were discussed. The experimental and analytical results are compared and reported.

Other Details

Paper ID: IJSRDV7I11080
Published in: Volume : 7, Issue : 1
Publication Date: 01/04/2019
Page(s): 1589-1593

Article Preview

Download Article