Strengthening of steel–concrete composite girders using carbon fiber reinforced polymer plates

Author:

Al-Saidy A.H.,Klaiber F.W.,Wipf T.J.

Publisher

Elsevier BV

Subject

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

Reference13 articles.

1. Federal Highway Adminstration (FHWA). Available from: , Washington, DC; 2001.

2. Klaiber FW, Dunker KF, Wipf TJ, Sanders WW. Methods of strengthening existing highway bridges. NCHRP Report No. 293, TRB, National Research Council, Washington, DC; 1987. p. 114.

3. Dorton RA, Reel R. Methods for increasing live load capacity of existing highway bridges. NCHRP Synthesis 249, TRB, National Research Council, Washington, DC; 1997. p. 66.

4. Stress analysis and failure properties of carbon-fibre-reinforced-plastic/steel lap joints;Adams;J Adhes,1986

5. Structural adhesives joints in engineering;Adams,1997

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