Civil Engineering Reference
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37. F. S. Rostasy. On durability of FRP in aggressive environments. Proceedings
of the Third International Symposium on Non-Metallic (FRP) Reinforcement
for Concrete Structures (FRPRCS-3), Japan Concrete Institute, Tokyo, Japan
2:107-114 (1997).
38. R. Sen, M. Shahawy, J. Rosas, and S. Sukumar. Durability of aramid preten-
sioned elements in a marine environment. ACI Structural Journal 95 (5): 578-
587 (1998).
39. I. Sasaki, I. Nishizaki, H. Sakamoto, K. Katawaki, and Y. Kawamoto.
Durability evaluation of FRP cables by exposure tests. Proceedings of the Third
International Symposium on Non-Metallic (FRP) Reinforcement for Concrete
Structures (FRPRCS-3), Japan Concrete Institute, Tokyo, Japan, 2:131-137
(1997).
40. F. Micelli and A. Nanni. Durability of FRP rods for concrete structures.
Construction and Building Materials 18:491-503 (2004).
41. H. Y. Kim, Y. H. Park, Y. J. You, and C. K. Moon. Short-term durability test
for GFRP rods under various environmental conditions. Composite Structures
83 (1): 37-47 (2008).
42. J. Bootle, F. Burzesi, and L. Fiorini. Design guidelines. In ASM handbook, com-
posites. ASM International, Material Park, OH, 21:388-395 (2001).
43. A. A. Mufti, N. Banthia, B. Benmokrane, M. Boulfiza, and J. Newhook.
Durability of GFRP composite rods in field structures. Concrete International
29 (2): 37-42 (2007).
44. A. A. Mufti. Report on studies of GFRP durability in concrete from field
bridge demonstration projects. Proceeding 3rd International. Conference on
Composites in Construction (CCC 2005), ed. P. Hamelin, D. Bigaud, E. Ferrier,
and E. Jacqelin, Université Claude Bernard, Lyon, France, 889-895 (2005).
45. G. Nkurunziza, A. Debaiky, P. Cousin, and B. Benmokrane. Durability of GFRP
bars: A critical review of the literature. Progress in Structural Engineering and
Materials 7 (4): 194-209 (2005).
46. S.U. Al-Dulaijan, M. Al-Zahrani, A. Nanni, C. E. Bakis, and T. E. Boothby.
Effect of environmental pre-conditioning on bond of FRP reinforcement to
concrete. Journal of Reinforced Plastics and Composites 20: 881-900 (2001).
47. A. Nanni, J. Nenninger, K. Ash, and J. Liu. Experimental bond behavior of
hybrid rods for concrete reinforcement. Structural Engineering and Mechanics
5 (4): 339-354 (1997).
48. C. E. Bakis, S. U. Al-Dulaijan, A. Nanni, T. E. Boothby, and M. M. Al-Zahrani.
Effect of cyclic loading on bond behavior of GFRP rods embedded in con-
crete beams. Journal of Composites Technology and Research 20 (1): 29-37
(1998).
49. L. C. Bank, M. Puterman, and A. Katz. The effect of material degradation on
bond properties of FRP reinforcing bars in concrete. ACI Materials Journal 95
(3): 232-243 (1998).
50. A. J. Freimanis, C. E. Bakis, A. Nanni, and D. Gremel. A comparison of pull-out
and tensile behaviors of FRP reinforcement for concrete. Proceedings, ICCI-
98, Tucson, AZ, 2:52-65 (Jan. 5-7, 1998).
51. M. Pecce, G. Manfrei, R. Realfonzo, and E. Cosenza. Experimental and ana-
lytical evaluation of bond properties of GFRP bars. Journal of Materials in
Civil Engineering 13 (4): 282-290 (2001).
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