FRP-Reinforced Concrete Beams: Unified Approach Based on IC Theory-Reference-Cited by-同舟云学术

FRP-Reinforced Concrete Beams: Unified Approach Based on IC Theory

Published:2011-06 Issue:3 Volume:15 Page:293-303
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Oehlers Deric John¹²³⁴⁴,Mohamed Ali M. S.¹²³⁴⁴,Haskett Matthew¹²³⁴⁴,Lucas Wade¹²³⁴⁴,Muhamad Rahimah¹²³⁴⁴,Visintin Phillip¹²³⁴⁴

Affiliation:

1. Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, South Australia 5005, Australia (corresponding author).

2. Senior Research Associate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, South Australia 5005, Australia.

3. Research Associate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, South Australia 5005, Australia.

4. Ph.D. Student, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, South Australia 5005, Australia.

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%29CC.1943-5614.0000173

Reference60 articles.

1. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Detroit.

2. Tension Stiffening and Cracking of Steel Fiber-Reinforced Concrete

3. Tension stiffening model for planar reinforced concrete members

4. Comité Euro-International du Béton–Fédération Internationale de la Précontrainte (CEB-FIP). (1985). CEB manual-cracking and deformations Swiss Federal Institute of Technology.

5. Comité Euro-International du Béton–Fédération Internationale de la Précontrainte (CEB-FIP). (1992). CEB-FIP Model Code 90 London.

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