Analysis and design of FRP externally-reinforced concrete beams against debonding-type failures-Reference-Cited by-同舟云学术

Analysis and design of FRP externally-reinforced concrete beams against debonding-type failures

Published:2001-08 Issue:7 Volume:34 Page:418-425
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mat. Struct.

Author:

Maalej M.,Goh W. H.,Paramasivam P.

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/BF02482288.pdf

Reference20 articles.

1. Bonacci, J. F. and Maalej, M., ‘Behavioral trends of RC beams strengthened with externally bonded FRP’,ASCE Journal of Composites for Construction, Accepted May 2000, in press.

2. Roberts, T. M. ‘Approximate analysis of shear and normal stress concentrations in the adhesive layer of plated RC beams’,The Structural Engineer 67 (12/20) (1989) 229–233.

3. Malek, A. M., Saadatmanesh, H. and Ehsani, R. M., ‘Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end’,ACI structural Journal 95 (1) (1998) 142–152.

4. Jones, R., Swamy, R. N. and Sharif, A., ‘Plate separation and anchorage of reinforced concrete beams strengthened by epoxybonded steel plates’,The Structural Engineer 66 (5/1) (1988) 85–94.

5. Buyukozturk, O. and Hearing, B., ‘Failure behavior of precracked concrete beams rettrofitted with FRP’,Journal of Composites for Construction 2 (3) (1998) 138–144.

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