Performance of concrete beams prestressed with aramid fiber-reinforced polymer tendons

Composite Structures

Volumn 44, Issue 1, 1999, Pages 63-70

  Toutanji, Houssam ^a   Saafi, Mohamed ^a  

^a University of Alabama in Huntsville   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; BRITTLENESS; FAILURE ANALYSIS; FIBER REINFORCED PLASTICS; PRESTRESSED BEAMS AND GIRDERS; STRUCTURAL ANALYSIS; TENSILE TESTING;

ARAMID FIBERS; FLEXURAL TESTS;

CONCRETE BEAMS AND GIRDERS;

ARAMID FIBER; COMPOSITE; DAMAGE; FIBER REINFORCED COMPOSITE;

EID: 0032966552     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8223(98)00126-3     Document Type: Article

References (11)

1. [1] Alekseev SN, Ivanov, FM. Durability of reinforced concrete in aggressive media. AA Balkema, 1993.
2. [2] Seki H. Deterioration of concrete wharf. Concrete International 1981;3:57-63.
3. [3] Grande JA. Advanced composite sector beads for diversification. Modern Plastics 1995:36-43.
4. [4] Dunker KF, Rabbat BG. Assessing infrastructure deficiencies: the case of highway bridge. Journal of Infrastructure System 1995:100-7.
5. [5] Manual of reinforcing and repairs of marine structures, 1987.9. Marine Development Engineering Research Center, 1979:9.
6. [6] Saafi M, Toutanji H. Flexural capacity of prestressed concrete beams reinforced with aramid rectangular tendons. Construction and Building Materials Journal 1998;5:245-9.
7. [7] Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials, Concrete Engineering Series 23. Japan Society of Civil Engineering JSCE, 1997.
8. [8] Nanni A, Tanigaki. Pretensioned prestressed concrete members with bonded fiber reinforced plastics tendons: development and flexural bond length. ACI Structural Journal 1992;4:433-40.
9. [9] American Concrete Institute (ACI), ACI Building Code and Commentary, Detroit, MI, 1995.
10. [10] Harajli MH, Kanji MY. Ultimate flexural strength of concrete members prestressed with unbonded tendons. ACI Structural Journal 1991;6:663-73.
11. [11] Naaman AE, Jeong SM. Structural ductility of concrete beams prestressed with FRP tendons. In: Taerwe L, editor. Proceedings of the Second International Conference on FRP for Concrete Structures, Non-metallic (FRP) Reinforcement for Concrete Structures. London: E & FN Spon, 1995:379-401.