Wood Members Strengthened with Mechanically Fastened FRP Strips

Author:

Dempsey Dwight D.12,Scott David W.12

Affiliation:

1. Bridge Engineer, Figg Bridge Engineers, Inc., Tallahassee, FL 32301.

2. Associate Professor, Dept. of Civil Engineering, Georgia Institute of Technology Savannah Campus, Savannah, GA 31407-3039 (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

Reference17 articles.

1. Abdel-Magid B. Dagher H. and Kimball T. (1994). “The effect of composite reinforcement on structural wood.” Proc. 3rd Materials Engineering Conf.: Infrastructure: New Materials and Methods of Repair ASCE New York 417–424.

2. Analysis of wood-fiberglass composite beams within and beyond the elastic region;Biblis E. J.;For. Prod. J.,1965

3. Reinforcement of wood materials: A review;Bulleit W. M.;Wood Fiber Sci.,1984

4. Dagher J. Kimball T. and Shaler S. (1996). “Effect of FRP reinforcement on low grade Eastern Hemlock glulams.” Proc. National Conf. on Wood Transportation Structures M. A. Ritter S. R. Duwadi and P. D. H. Lee eds. U.S. Department of Agriculture Forest Service Forest Products Laboratory.

5. Dorey A. and Cheng J. (1996). “The Behavior of GFRP Glue Laminated Wood Beams.” Advanced Composite Materials in Bridges and Structures: Proc. of 2nd Int. Conf. Montreal 787–794.

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