Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/19698
Title: Modeling of tension stiffening behavior in FRP-strengthened RC members based on rigid body spring networks
Authors: Dai, JG 
Ueda, T
Sato, Y
Nagai, K
Issue Date: 2012
Publisher: Wiley-Blackwell
Source: Computer-aided civil and infrastructure engineering, 2012, v. 27, no. 6, p. 406-418 How to cite?
Journal: Computer-aided civil and infrastructure engineering 
Abstract: Allowing for the tension stiffening effects resulting from the bond between steel reinforcement and surrounding concrete leads to effective deformation analysis of reinforced concrete (RC) members when using a nonlinear finite element analysis modeled on the smeared crack concept. Nowadays, externally bonded fiber reinforced polymer (FRP) composites are widely used for strengthening existing RC structures. However, it remains unclear to what extent the tension stiffening of postcracking concrete is quantitatively influenced by the addition of FRP composites, as a result of the bond between the FRP and the concrete substrate. This article presents a discrete model, which is based on rigid body spring networks (RBSN), for investigating the tension stiffening behavior of concrete in FRP-strengthened RC tensile members. A two-parameter fracture energy-based model was deployed to represent the bond-slip behavior of the FRP-to-concrete interface. The reliability of the RBSN model was verified through comparisons with previous test results. Further parametric analysis indicates that the tension stiffening of concrete is hardly influenced by the addition of FRP composites before the yield of steel reinforcement has occurred although concrete crack patterns and crack widths may be influenced by the bond-slip behavior of the FRP-to-concrete interface.
URI: http://hdl.handle.net/10397/19698
ISSN: 1093-9687
EISSN: 1467-8667
DOI: 10.1111/j.1467-8667.2011.00741.x
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