Table 6 Summary of MOR and the flexural toughness obtained for each design values derived from flexural tests for different mixture compositions.

From: Experimental design and analysis of toughness and modulus of rupture (MOR) of cement mortar reinforced with PET fibers

Design ID

w/b

SP

Fiber (v%)

Ave MOR (MPa)

standard deviation (MPa)

coefficient of variation (%)

Ave Flexural Toughness (N.m)

standard deviation (N.m)

coefficient of variation (%)

D0

0.45

19

0

6.88

0.68

9.92

0.07

0.004

6.02

D1

0.35

16

0.5

7.67

0.32

4.29

0.12

0.016

13.4

D2

0.4

19

0.5

7.44

0.43

5.89

0.12

0.034

28

D3

0.45

22

0.5

5.81

0.11

1.89

0.09

0.004

4.7

D4

0.35

19

1

7.67

0.54

7.14

0.11

0.007

6.7

D5

0.4

22

1

5.74

0.32

5.51

0.10

0.014

16

D6

0.45

16

1

5.74

0.21

3.82

0.08

0.006

7.7