Table 8 Average flexural increase due to additional layers of steel wire mesh in %.

From: Comparative study of eco-friendly wire mesh configurations to enhance sustainability in reinforced concrete structures

Number of layers used in

Flexural resistance due to addition of

Chicken wire mesh (Mpa)

Welded square wire mesh (Mpa)

Expanded metal mesh (Mpa)

Ultimate

Resistance increment (%)

Ultimate

Resistance increment (%)

Ultimate

Resistance increment (%)

Reference

1.51

 

1.51

 

1.51

 

One layer

13.81

 + 814.56

10.38

 + 587.41

4.8

 + 217.90

Two layers

16.41

 + 18.83

14.86

 + 4.80

8.4

 + 75

Three layers

17.78

 + 8.35

15.08

 + 1.48

14.93

77.74

Average increment b/n

 

280.58

 

197.9

 

123.55