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Table 9 Bond strength of steel fiber and rebar in UHPC.

From: Ultra-High Performance Concrete: Mechanical Performance, Durability, Sustainability and Implementation Challenges

References

Reinforcement type

Diameter (mm)

Embedded length (mm)

Curing regime

Bond strength (MPa)

Behloul (1996)

13 mm steel fiber

0.15

–

–

11.5

Chan and Chu (2004)

0.16

10

85 °C and 90 % RH for 3 days

5.5

Lee et al. (2010)

13 mm steel fiber at 0o

0.20

6.5

Steam curing 90 °C for 2 days

6.8

13 mm steel fiber at 15o

0.20

10.8

13 mm steel fiber at 30o

0.20

12.7

Wille and Naaman (2012)

13 mm steel fiber

0.20

6.5

20 °C (Laboratory environment)

10.4

30 mm steel fiber twisted

0.30

46.9

30 mm steel fiber hooked

0.30

42.2

Park et al. (2014)

30 mm smooth steel fiber

0.30

15

Water curing at 90 °C for 3 days

9.9

30 mm hooked steel fiber

0.37

11.7

62 mm hooked steel fiber

0.77

11.4

30 mm twisted steel fiber

0.30

6

32.0

Collepardi et al. (1997)

Deformed rebar

20

–

Standard

28.4

Cheyrezy et al. (1998)

Prestressing strand

13

–

Standard

35.0

Cheyrezy et al. (1998)

Prestressing wire

5

–

Standard

10.0

Reineck and Greiner (2004)

Deformed rebar

4

8

–

46.0

Holschemacher et al. (2004)

Deformed rebar

10

15

Under water, 3 days

34.0

Deformed rebar

10

Under water, 7 days

47.0

Deformed rebar

10

Under water, 28 days

68.0

Deformed rebar

10

Under water, 56 days

70.0

Holshemacher et al. (2005)

Deformed rebar

10

–

–

56.0

Lee et al. (2005)

Epoxy coated rebar

10

–

–

12.7

Tuchlinski et al. (2006)

Prestressing strand

13

–

–

15.0

Maroliya (2012)

Deformed rebar

8

75

Hot water curing

4.8

Deformed rebar

8

7.5