Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate-Reference-Cited by-同舟云学术

Delamination Failure in Concrete Beams Retrofitted with a Bonded Plate

Published:2001-04 Issue:2 Volume:13 Page:106-113
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Leung Christopher K. Y.¹

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Hong Kong Univ. of Sci. and Technol., Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282001%2913%3A2%28106%29

Reference15 articles.

1. Bogy D. B. ( 1971). “On the plane elastostatic problem of a loaded crack terminating at a material interface.” J. Appl. Mech. 38 911–918.

2. Bosco C. and Carpinteri A. ( 1992). “Fracture mechanics evaluation of minimum reinforcement in concrete structures.” Applications of fracture mechanics to reinforced concrete A. Carpinteri ed. Elsevier Applied Science London 231–265.

3. Kaar P. H. and Mattock A. H. ( 1963). “High strength bar as concrete reinforcement Part 4. Control of cracking.” J. PCA R&D Labs 7(1) 42–53.

4. Malik A. M. Saadatmanesh H. and Ehsani M. R. ( 1998). “Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end.” ACI Struct. J. 95(1) 142–152.

5. Meier U. ( 1997). “Post strengthening by continuous fiber laminates in Europe.” Non-metallic (FRP) reinforcement for concrete structures Vol. 1 Japan Concrete Institute 41–56.

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