Repair of Cracked Aluminum Overhead Sign Structures with Glass Fiber Reinforced Polymer Composites-Reference-Cited by-同舟云学术

Repair of Cracked Aluminum Overhead Sign Structures with Glass Fiber Reinforced Polymer Composites

Published:2003-05 Issue:2 Volume:7 Page:118-126
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Pantelides Chris P.¹,Nadauld Justin²,Cercone Larry³

Affiliation:

1. Professor of Civil and Environmental Engineering, Dept. of Civil and Environmental Engineering, Univ. of Utah, 122 South Central Campus Drive, Ste 104 EMRO, Salt Lake City, UT 84112-0561 (corresponding author).

2. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Utah, 122 South Central Campus Drive, Ste 104 EMRO, Salt Lake City, UT 84112-0561.

3. Chief Scientist, Air Logistics Corporation, 3600 E. Foothill Boulevard, Pasadena, CA 91107-6001.

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%282003%297%3A2%28118%29

Reference11 articles.

1. Aluminum Association Inc. (1986). “Section 1: Specifications for aluminum structures.” Aluminum construction manual 5th Ed. Washington D.C.

2. Suggested specifications for structures of aluminum alloys 6061-T6 and 6062-T6.;ASCE Task Committee on Lightweight Alloys.;J. Struct. Div., ASCE,1962

3. Shear Strengthening of RCT-Joints Using CFRP Composites

4. CFRP Composite Connector for Concrete Members

5. New York Department of Transportation (NYSDOT). (1968). Design criteria for sign structures with tables and charts Division of Construction Albany N.Y.

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