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Volumn 7, Issue 4, 2003, Pages 275-284

Flexural behavior and deformability of fiber reinforced polymer prestressed concrete beams

Author keywords

Beams; Concrete, prestressed; Deformation; Fiber reinforced polymers; Flexural strength

Indexed keywords

BENDING STRENGTH; CONCRETE BEAMS AND GIRDERS; CRACK INITIATION; DUCTILITY; ELASTOPLASTICITY; MATHEMATICAL MODELS; PLASTIC DEFORMATION; PRESTRESSED CONCRETE; STEEL;

EID: 13944269852     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2003)7:4(275)     Document Type: Review
Times cited : (84)

References (13)
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    • Jaeger, L. G., Mufti, A., and Tadros, G. (1997). "The concept of the overall performance factor in rectangular section reinforced concrete beams." Proc., 3rd Int. Symp. on Nonmetallic (FRP) Reinforcement for Concrete Structures. Japan Concrete Institute, Tokyo, Vol. 2, 551-558.
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  • 9
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    • Jaeger, L. G., Tadros, G., and Mufti, G. (1995). "Balanced section ductility and deformability in concrete with FRP reinforcement." Technical Rep. No. 2-1995, Nova Scotia Computer aided design/computer aided manufacturing centre, Technical Univ. of Nova Scotia, Halifax, N.S., Canada.
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    • Structural ductility of concrete beams prestressed with FRP tendons
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    • Naaman, A. E., and Jeong, S. M. (1995). "Structural ductility of concrete beams prestressed with FRP tendons." Non-metallic (FRP) reinforcement for concretes structures, Taerwe, L. ed., E.&FN Spoon, London, 379-401.
    • (1995) Non-metallic (FRP) Reinforcement for Concretes Structures , pp. 379-401
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  • 13
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    • Capacity design of ductile RC building structures for earthquake resistance
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    • Park, R.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.