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Table 5 Fracture parameters of SGPM for a/d ratio 0.20

From: Fracture characteristics of slag-based geopolymer mortars with recycled aggregates under mode I and mode II Loading

Mode of testing

% of RFA replacement

Fracture energy (N/m)

Peak load (kN)

Deflection at peak load (mm)

Mode I

0

74.34

2.58

0.107

10

73.72

2.52

0.112

20

73.32

2.41

0.121

30

66.70

2.27

0.136

40

60.32

2.12

0.151

Mode II

0

1732.26

92.58

1.928

10

1704.36

88.04

1.934

20

1693.44

84.83

1.945

30

1535.14

78.71

1.951

40

1388.68

73.96

1.968