Retraining local and global buckling behavior of steel plastic hinges using CFRP

Author:

El-Tawil Sherif,Ekiz Ekin,Goel Subhash,Chao Shih-Ho

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Progress in the technique of upgrading metallic structures with advanced polymer composites;Hollaway;Progress in Structural Engineering and Materials,2002

2. Shaat A, Schnerch D, Fam A, Rizkalla S. Retrofit of steel structures using fiber-reinforced polymers (FRP): state-of-the-art. Transportation research board (TRB) annual meeting. 2004.

3. State-of-the-art review on FRP strengthened steel structures;Zhao;Engineering Structures,2007

4. Sen R, Liby L. Repair of steel composite bridge sections using carbon fiber reinforced plastic laminates. FDOT-510616. Tallahassee (FL): Florida Dept. of Transportation; 1994.

5. Mertz D, Gillespie J. Rehabilitation of steel bridge girders through the application of advanced composite material. NCHRP 93-ID11. Transportation research board. Washington (DC); 1996. p. 1–20.

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