Structural Retrofitting of Deteriorated Concrete Lighting Poles Using FRP Sheets in Wet Layup—Field Application
Author:
Affiliation:
1. Research Assistant Professor, Dept. of Civil Engineering, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1.
2. Canada Research Chair Professor, Univ. of Waterloo, Waterloo ON, Canada N2L 3G1 (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
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282006%2910%3A3%28234%29
Reference9 articles.
1. Canadian Standards Association International (CSA International). (2000). “Concrete Poles.” CAN/CSA-A14-00 CSA International National Standard of Canada.
2. Flexural Behavior of Concrete-Filled Fiber-Reinforced Polymer Circular Tubes
3. Ibrahim S. (2000). “Performance evaluation of fiber-reinforced polymer poles for transmission lines.” Ph.D. thesis Univ. of Manitoba Winnipeg Man. Canada.
4. Katsumata H. Kobatake Y. and Takeda T. (1988). “A study on strengthening with carbon fiber for earthquake-resistant capacity of existing reinforced concrete columns.” Proc. 7th 9WCEE 517–522.
5. Flexural members with confined concrete;Kent D. C.;J. Struct. Div. ASCE,1971
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