Skip to main content

Table 3 Mechanical properties of sulfate attacked specimens.

From: Influence of Initial Damage Degree on the Degradation of Concrete Under Sulfate Attack and Wetting–Drying Cycles

No.

Sulfate attack cycles

\(f_{max}\) (MPa)

\(E_{0}\) (GPa)

Peak strain (10−3)

D0

0

28.2

24.6

1.146

30

29.8

25.9

1.159

60

32.4

28.5

1.273

90

34.8

29.9

1.233

120

30.7

26.5

1.172

150

27.9

24.2

1.202

D1

0

25.1

21.9

1.174

30

27.1

23.5

1.187

60

23.8

21.3

1.162

90

20.7

16.5

1.326

120

18.5

12.9

1.430

150

16.5

11.9

1.493

D2

0

23.0

17.4

1.378

30

23.8

20.4

1.225

60

20.4

16.0

1.384

90

17.1

12.4

1.560

120

14.8

10.6

1.556

150

12.4

8.4

1.641