FRP bar properties - Reinforced Concrete with FRP Bars: Mechanics and Design - page 57

10. fib. Bulletin 40. FRP reinforcement in RC structures. International Federation
for Structural Concrete (FIB—Fédération Internationale du Béton), Lausanne,
Switzerland (2007).
11. T. Yamaguchi, Y. Kato, T. Nishimura, and T. Uomoto. Creep rupture of FRP rods
made of aramid, carbon and glass fibers. Proceedings of the Third International
Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures
(FRPRCS-3) , Japan Concrete Institute, Tokyo, Japan, 2: 179-186 (1997).
12. N. Ando, H. Matsukawa, A. Hattori, and A. Mashima. 1997. Experimental
studies on the long-term tensile properties of FRP tendons. Proceedings of
the Third International Symposium on Non-Metallic (FRP) Reinforcement
for Concrete Structures (FRPRCS-3), Japan Concrete Institute, Tokyo, Japan,
2:203-210 (1997).
13. H. Seki, K. Sekijima, and T. Konno. Test method on creep of continuous fiber
reinforcing materials. Proceedings of the Third International Symposium on
Non-Metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3),
Japan Concrete Institute, Tokyo, Japan, 2:195-202 (1997).
14. H. Saadatmanesh and F. E. Tannous. Relaxation, creep, and fatigue behav-
ior of carbon fiber-reinforced plastic tendons. ACI Materials Journal 96 (2):
143-153 (1999).
15. H. Saadatmanesh and F. E. Tannous. Long-term behavior of aramid fiber-
reinforced plastic tendons. ACI Materials Journal 96 (3): 297-305 (1999).
16. M. Roylance and O. Roylance. Effect of moisture on the fatigue resistance
of aramid-epoxy composite. Polymer Engineering & Science 22:988-993
(1982).
17. J. F. Mandell. Fatigue behavior of fiber resin composites. Development of Fiber
Reinforced Plastic 2:67-107 (1982).
18. P. T. Curtis. The fatigue behavior of fibrous composite materials. Journal of
Strain Analysis 24 (4): 235-244 (1989).
19. J. F. Mandell and U. Meier. Effects of stress ratio frequency and loading
time on the tensile fatigue of glass-reinforced epoxy. Long term behavior of
composites. ASTM STP 813, ASTM International, West Conshohocken, PA,
55-77 (1983).
20. T. Odagiri, K. Matsumoto, and H. Nakai. Fatigue and relaxation character-
istics of continuous aramid fiber reinforced plastic rods. Proceedings of the
Third International Symposium on Non-Metallic (FRP) Reinforcement for
Concrete Structures (FRPRCS-3), Japan Concrete Institute, Tokyo, Japan,
2:227-234 (1997).
21. A. H. Rahman and C. Y. Kingsley. Fatigue behavior of a iber-reinforced-plastic
grid as reinforcement for concrete. Proceedings of the First International
Conference on Composites in Infrastructure (ICCI-96), ed. H. Saadatmanesh
and M. R. Ehsani, 427-439. Tucson, AZ, (1996).
22. R. Adimi, H. Rahman, B. Benmokrane, and K. Kobayashi. Effect of tem-
perature and loading frequency on the fatigue life of a CFRP bar in con-
crete. Proceedings of the Second International Conference on Composites in
Infrastructure (ICCI-98), Tucson, AZ, 2:203-210 (1998).
23. A. El-Ragaby, E. El-Salakawy, and B. Benmokrane. Fatigue life evaluation of
concrete bridge deck slabs reinforced with glass FRP composite bars. ASCE
Journal of Composites for Construction 11 (3): 258-268 (2007).