* Spun cast prestressed carbon prototype (SCPCP)


* Spun cast prestressed glass prototype (SCPGP)


 120


IuL

 80

 60

40

 20

 0


 S-B-CSPP
 S-A-CPCP1
 -X- CPGP1
0 50 1 22


 0 5 10 15 20 25
 Bent Displacement (in)


Figure 7-10. Pile bent load-displacement curves for CSPP, CPCP1 and CPGP1 piles

 The combination of FRP reinforcement with two layers of the CFRP grid used as


confining reinforcement was not enough to produce ductility factors that compared well


to the steel reinforced prestressed piles used on the St. George Causeway bridge.


However, some of the prototypes had ductility factors that were higher than the ductility


factor of the prestressed pile with medium corrosion damage and ductility factors


comparable to the ductility factor of the prestressed pile with low corrosion damage.


 120

 100

 S80

 60

 40
 -8- CSPP
 20 -A- SCCP1
 -X- SCGP1
 0
 0 5 10 15 20 25
 Bent Displacement (in)


Figure 7-11. Pile bent load-displacement curves for CSPP, SCCP1 and SCGP1 piles