Retrofitting of Deficient RC Cantilever Slabs Using GFRP Strips-Reference-Cited by-同舟云学术

Retrofitting of Deficient RC Cantilever Slabs Using GFRP Strips

Published:2000-05 Issue:2 Volume:4 Page:75-84
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Teng J. G.¹²³⁴,Lam L.¹²³⁴,Chan W.¹²³⁴,Wang J.¹²³⁴

Affiliation:

1. Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hunghom, Kowloon, Hong Kong, China.

2. Postdoctoral Fellow, Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hunghom, Kowloon, Hong Kong, China.

3. Asst. Engr., China State Constr. Engrg. Corp., Hong Kong, China.

4. Deputy General Mgr., L & M Specialist Construction Ltd., Hong Kong, China.

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%282000%294%3A2%2875%29

Reference7 articles.

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2. Malek 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(2) 142–152.

3. Meier U. and Winistorfer A. ( 1995). “Retrofitting of structures through external bonding of CFRP sheets.” Non-metallic (FRP) reinforcement for concrete structures L. Taerwe ed. E & FN Spon London 465–472.

4. Quantrill R. J. Hollaway L. C. and Thorne A. M. (1996). “Predictions of the maximum plate end stresses of FRP strengthened beams: Part I and Part II.” Mag. of Concrete Res . 48(177) 343–351.

5. Sharif A. Al-Sulaimani G. J. Basunbul I. A. Baluch M. B. and Ghaleb B. N. (1994). “Strengthening of initially load reinforced concrete beams using FRP plates.” ACI Struct. J . 91 160.

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