Static and Fatigue Behavior of Reinforced Concrete Beams Strengthened with Steel Plates for Flexure-Reference-Cited by-同舟云学术

Static and Fatigue Behavior of Reinforced Concrete Beams Strengthened with Steel Plates for Flexure

Published:2003-04 Issue:4 Volume:129 Page:527-535
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Oh Byung Hwan¹,Cho Jae Yeol²,Park Dae Gyun³

Affiliation:

1. Professor, Dept. of Civil Engineering, Seoul National Univ., San 56-1, Shinrim-dong, Gwanak-gu, Seoul, Korea.

2. Senior Researcher, Research Institute of Engineering Science, Seoul National Univ., San 56-1, Shinrim-dong, Gwanak-gu, Seoul, Korea.

3. Research Assistant, Dept. of Civil Engineering, Seoul National Univ., San 56-1, Shinrim-dong, Gwanak-gu, Seoul, Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A4%28527%29

Reference17 articles.

1. American Concrete Institute. (ACI). (1995). “Building code requirements for structural concrete and commentary.” ACI 318-99 Farmington Hills Mich.

2. ASTM C39. (2002). American Society of Testing and Material.

3. Cho J. Y. (2001). “Behavior and analysis of RC beams strengthened with externally bonded plates for flexure and shear.” PhD thesis Seoul National Univ. Seoul Korea.

4. Debonding of Steel Plate‐Strengthened Concrete Beams

5. Static strength tests of steel plate strengthened concrete beams

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