Shape Effect on the Performance of Carbon Fiber Reinforced Polymer Wraps |
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Authors: | Xinbao Yang Jun Wei Antonio Nanni Lokeswarappa R. Dharani |
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Affiliation: | 1Structural Engineer, Modjeski and Masters, Inc., 804 North First St., St. Louis, MO 63102 (corresponding author). E-mail: xyang@modjeski.com. 2Research Assistant, Dept. of Mechanical Engineering, Univ. of Missouri-Rolla, Rolla, MO 65409. 3Jones Professor, Center for Infrastructure Engineering Studies, Univ. of Missouri-Rolla, Rolla, MO 65409. 4Professor, Dept. of Engineering Mechanics and AerospaceEngineering, Univ. of Missouri-Rolla, Rolla, MO 65409.
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Abstract: | ![]() At present, fiber reinforced polymer (FRP) composite materials are extensively used to strengthen concrete structures and a main application is wrapping compression members such as building and bridge columns for improved strength and ductility. In this case, FRP laminates are intended to provide confinement to the concrete and the cross section shape plays an important role on the effectiveness of the method. The primary purpose of this paper is to introduce a test device and a test method designed to determine the effect of corner radius on the strength of the FRP laminate and on the distribution of the resulting radial stress on the substrate material. Various curvatures were investigated. In the proposed device, they can be realized by using interchangeable inserts. Strain distribution around the corner, failure load, and failure mode of the FRP laminate were monitored and analyzed. The stress concentration in the laminate is studied numerically using the finite element method and compared with experimental results. The relationship between radial stress distribution and corner radius is determined to provide guidance in practical cases. |
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Keywords: | Fiber reinforced polymers Shape Concrete structures Laminates Reinforcement Tests |
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