Rehabilitation of Cracked Aluminum Connections with GFRP Composites for Fatigue Stresses

Author:

Nadauld Justin D.12,Pantelides Chris P.12

Affiliation:

1. Reaveley Engineers and Associates, Inc., Salt Lake City, UT 84105.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, 122 South Central Campus Dr., Suite 104 EMRO, Salt Lake City, UT 84112 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference10 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1975). Standard specifications for structural supports for highway signs luminaires and traffic signals AASHTO Subcommittee on Bridges and Structures Washington D.C.

2. Kaczinski M. R. Dexter R. J. and Van Dien J. P. (1998). “Fatigue-resistant design of cantilevered signal sign and light supports.” NCHRP Rep. 412 Transportation Research Board National Research Council Washington D.C.

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