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Table 3 SHCC and mortar fresh and mechanical properties.

From: Corrosion Deterioration of Steel in Cracked SHCC

Id

Slump (mm)

f cu (MPa)

E-mod (GPa)

f u,st (MPa)

f cr,st (MPa)

ε u,st (%)

FS2

170–200

25

14

2.6

2

2.2

FS31 & FS32

180–200

24–28

13–14

2.2–2.5

1.6–1.8

1.6–2.0

CS2

195–225

23

13

2.01

1.8

1.2

FM1 & FM2

200–220

26–31

15–17

–

–

–

CM1

220–225

27

17

–

–

–