Shear Database and Study of the Parameters Influencing Shear Behavior - On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete - page 156

2.50 7.00

CONSERVATIVE

(a)

(c)

2.25

6.00

2.00

5.00

1.75

(b) 4.00

1.50

3.00

1.25

2.00

1.00

1.00

0.75

UNCONSERVATIVE

0.50 0.00

rho (Reinforced beams) rho (Prestressed beams) SM (EHE-08) SM (MC2010) SM (RILEM)

Fig. 8.14 Beams transversally reinforced with bers. SM represented versus ρ (%)

2.50 14.00

( c )

CONSERVATIVE

( b )

2.25

12.00

2.00

10.00

( a )

1.75

8.00

1.50

6.00

1.25

4.00

1.00

2.00

0.75

sigma (Prestressed beams) SM (EHE-08)

UNCONSERVATIVE

SM (MC2010) SM (RILEM)

0.50 0.00

Fig. 8.15 Beams transversally reinforced with bers. SM represented versus ˃ c (MPa)

2.50 80

CONSERVATIVE

2.25 70

2.00 60

1.75 50

1.50 40

1.25 30

1.00 20

0.75 10

fc (Prestressed beams)

UNCONSERVATIVE

0.50 0

Fig. 8.16 Beams transversally reinforced with bers. SM represented versus f c (MPa)