Experimental and Analytical Behavior of Carbon Fiber-Based Rods as Flexural Reinforcement-Reference-Cited by-同舟云学术

Experimental and Analytical Behavior of Carbon Fiber-Based Rods as Flexural Reinforcement

Published:2003-02 Issue:1 Volume:7 Page:64-72
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Thiagarajan Ganesh¹

Affiliation:

1. Univ. of Missouri at Kansas City, School of Interdisciplinary Computing and Engineering, 350H R. H. Flarsheim Hall, 5100 Rockhill Rd., Kansas City, MO 64110-2499.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282003%297%3A1%2864%29

Reference14 articles.

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2. Stress-strain relationship for plain concrete in compression.;Carreira D. J.;ACI J.,1985

3. Faza S. and Gangarao H. V. S. (1991). “Bending response of beams reinforced with FRP rebars for varying concrete strengths.” Advanced Composite Materials in Civil Engineering Structures 262–270.

4. Hognestad E. (1951). “A study of combined bending and axial load in reinforced concrete members.” Bull. Ser. No. 399 Univ. of Illinois Experimental Station Champaign Il.

5. Flexural Behavior and Design of RC Members Using FRP Reinforcement

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