I Centerline
 4" 7" 1'
 I !-- --I -- --.4
 I L


 10' 8"

 H CFRP Wrap


Figure 6-13. Shear reinforcement for specimens SCC1 and SCG1

 I Centerline
 H.-1!
 I



 10' 7' 9" 2' 6" 7' 1" 10' 8"



 SCFRP Wrap


Figure 6-14. Shear reinforcement for specimens SCC2 and SCG2

 I Centerline
 1'
 i r
___



 10' 8' 2' 17'



 SCFRP Wrap


Figure 6-15. Shear reinforcement for specimens SCC3 and SCG3

 Test Set-Up

 All piles were tested in a simply supported four-point bending configuration in

displacement control mode, that is, a constant displacement rate was applied

independently of the amount of load. The span length between the two supports was 35

ft, whereas the total length of the piles was 38 ft. The constant moment region for

specimens SCC1, SCG1, SCC2 and SCG2 was 3ft long (see Fig. 6-16). Specimens SCC3