Experimental Tests to Study the Influence on the Shear Behavior of Fibers of Different Characteristics - On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete - page 107

Table 6.2 Experimental program
Reference Fibers amount (kg/m 3 ) Beam ID Transverse reinforcement

V1 M-65/40BN-a 50 -

V2 M-80/40BP 50

-

V3 L-80/50BN-a 50

-

V4 L-65/40BN 50 -

V5 M-80/50BN 50

-

V6 H-65/40BN 50

-

V7 H-80/40BP 50 -

V8 M-0 0

-

V9 M-45/50BN 50

-

V10 L-80/40BP 50

-

V11 M- ϕ 8 0 ϕ 8@150 mm − 1 leg

V12 M-80/30BP 50

-

V13 H-0 0

-

V14 H-80/50BN 50 -

V15 H-45/50BN 50

-

V16 H-80/30BP 50

-

V17 H- ϕ 8 0 ϕ 8@150 mm − 1 leg

V18 M- ϕ 6 0 ϕ 6@200 mm − 1 leg

V19 H- ϕ 6 0 ϕ 6@200 mm − 1 leg

L- ϕ 6

ϕ 6@200 mm − 1 leg

V20 0

V21 M-65/40BN-b 50 -

V22 L-80/50BN-b 50

-

Fig. 6.4 Flexural strength curve for low strength concrete (H-30)