Strengthening of a Steel Bridge Girder Using CFRP Plates
Author:
Affiliation:
1. Member, ASCE
2. Student Member, ASCE
3. Proj. Engr., Martin & Peltyn Inc., 1909 S. Jones Blvd., Las Vegas, NV 89146.
4. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Delaware, Newark, DE 19716.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282001%296%3A6%28514%29
Reference21 articles.
1. Albat A. M. and Romilly D. P. ( 1999). “A direct linear-elastic analysis of double symmetric bonded joints and reinforcements.” Compos. Sci. and Technol. 59(7) 1127–1137.
2. American Association of State Highway and Transportation Officials (AASHTO). ( 1998). LRFD bridge design specifications 2nd Ed. Washington D.C.
3. Ammar N. ( 1996). “Rehabilitation of steel bridge girders with graphite pultrusion.” Master's thesis University of Delaware Del.
4. Ciba-Geigy Corporation. ( 1999). Product data: Araldite AV8113/HV8113 epoxy adhesives paste Madison Heights Mich.
5. El-Badry M. ed. ( 1996). Proc. 2nd Int. Conf. on Advanced Compos. Mat. in Bridges and Struct .
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