Table 9 Comparison between flexural strength from prism tests for Exp. and F.E.

From: Experimental and numerical evaluation of the mechanical behavior of alkali-activated slag concrete with recycled waste glass and dealuminated metakaolin powders

Specimens

Flexural strength (MPa)

% (F.E./EXP.)

EXP.

F.E.

MD

4.76

4.58

96.22

MB

5.28

5.22

98.86

MB-15G

6.19

6.13

99.03

MB-15G-1S

7.96

7.7

96.73

MB-10DK-1S

8.37

8.35

99.76

 

Average

98.12

Standard deviation

1.55

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