SHEAR STRENGTH OF R/C BEAMS WRAPPED WITH CFRP FABRIC
The emergence of high strength epoxies has enhanced the feasibility of increasing the shear strength of concrete beams by wrapping with carbon fiber reinforced polymer (CFRP) fabric. The objective of this investigation is to evaluate the increase in shear strength of concrete beams wrapped with different configurations of CFRP fabric. Shear tests are conducted up to failure on two reinforced concrete control beams and twelve reinforced concrete beams wrapped with four different configurations of CFRP fabric. An analytical procedure is presented to predict the shear strength of beams wrapped with CFRP fabric. Comparisons are made between the test results and the analytical calculations. The shear strength is increased up to 33% on concrete beams wrapped with CFRP fabric at an angle of +/- 45 deg to the longitudinal axis of the beam.
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- Record URL:
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Corporate Authors:
University of Kentucky, Lexington
Kentucky Transportation Center
College of Engineering, 176 Raymond Building
Lexington, KY United States 40506-0281Kentucky Transportation Cabinet
200 Mero Street
Frankfort, KY United States 40622Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Alagusundaramoorthy, P
- Harik, I E
- Choo, C C
- Publication Date: 2002-8
Language
- English
Media Info
- Features: Figures; References; Tables;
- Pagination: 33 p.
Subject/Index Terms
- TRT Terms: Beams; Carbon fibers; Fiber reinforced plastics; Jacketing (Strengthening); Reinforced concrete; Shear strength; Shear tests
- Uncontrolled Terms: Configuration
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00960049
- Record Type: Publication
- Report/Paper Numbers: KTC-02-14/SPR200-99-2F,, Final Report
- Contract Numbers: KYSPR 99-200
- Files: NTL, TRIS, USDOT, STATEDOT
- Created Date: Jul 9 2003 12:00AM