Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/19240
Title: Debonding in RC beams shear strengthened with complete FRP wraps
Authors: Cao, SY
Chen, JF
Teng, JG 
Hao, Z
Chen, J
Keywords: Bonding strength
Concrete beams
Fiber reinforced plastics
Shear failure
Shear strength
Strain distribution
Stress distribution
Issue Date: 2005
Publisher: American Society of Civil Engineers
Source: Journal of composites for construction, 2005, v. 9, no. 5, p. 417-428 How to cite?
Journal: Journal of composites for construction 
Abstract: Substantial research has been conducted on the shear strengthening of reinforced concrete (RC) beams with bonded fiber reinforced polymer (FRP) strips. The beams may be strengthened in various ways: complete FRP wraps covering the whole cross section (i.e., complete wrapping), FRP U jackets covering the two sides and the tension face (i.e., U jacketing), and FRP strips bonded to the sides only (i.e., side bonding). Shear failure of such strengthened beams is generally in one of two modes: FRP rupture and debonding. The former mode governs in almost all beams with complete FRP wraps and some beams with U jackets, while the latter mode governs in all beams with side strips and U jackets. In RC beams strengthened with complete wraps, referred to as FRP wrapped beams, the shear failure process usually starts with the debonding of FRP from the sides of the beam near the critical shear crack, but ultimate failure is by rupture of the FRP. Most previous research has been concerned with the ultimate failure of FRP wrapped beams when FRP ruptures. However, debonding of FRP from the sides is at least a serviceability limit state and may also be taken as the ultimate limit state. This paper presents an experimental study on this debonding failure state in which a total of 18 beams were tested. The paper focuses on the distribution of strains in the FRP strips intersected by the critical shear crack, and the shear capacity at debonding. A simple model is proposed to predict the contribution of FRP to the shear capacity of the beam at the complete debonding of the critical FRP strip.
URI: http://hdl.handle.net/10397/19240
ISSN: 1090-0268
EISSN: 1943-5614
DOI: 10.1061/(ASCE)1090-0268(2005)9:5(417)
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