Application of Fiber Reinforced Polymer Overlays to Extend Steel Fatigue Life

Author:

Jones Sean C.1,Civjan Scott A.2

Affiliation:

1. Captain, United States Army, ARCENT-SA, APO AE 09852.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts at Amherst, 139 Marston Hall, Box 35205, Amherst, MA 01003-5205.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference7 articles.

1. ASTM. (2000). “Standard test method of sharp notch tension testing of high strength sheet materials.” E-338-97 West Conshohocken Pa.

2. Baker A. A. (1997). “Growth characterization of fatigue cracks repaired with adhesively bonded boron/epoxy composite.” Advances in Fracture Research: Proc. 9th Int. Conf. on Fracture April 1–5 Sydney Australia Pergamon Amsterdam 117–128.

3. Bassetti A. Nussbaumer A. and Hirt M. (2000). “Fatigue life extension of riveted bridge members using prestressed carbon fiber composites.” Steel Structures of 2000’s ECCS Istanbul Turkey 11–13.

4. Lindeburg M. (1992). Engineer in training reference manual 8th Ed. Professional Publications Belmont Calif.

5. Lipson C. and Juvinall R. C. (1963). Handbook of stress and strength MacMillian New York.

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