Bond-slip models for FRP sheets/plates bonded to concrete
By Xinzheng Lu, Jin-Guang Teng, Lieping Ye, Jian-jing Jiang. 2005
1,238 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/6e17ae3c0681bd8c1d99a7c46b58e543088ef8da
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- On the finite element modelling of RC beams shear-strengthened with FRP (2012, neutral): “[54].”
- An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, neutral): “Debonding is the critical mode of failure of elements strengthened using EB FRP, and several formulations based on available experimental results or theoretical and numerical investigations have been proposed to predict the debonding load [2–6].”
- Analysis of FRP–concrete debonding via boundary integral equations (2008, methodology): “When mode II fracture is dominant (such as in the case of end debonding), numerical models are typically based on shear stress–tangential slip interface laws (see [35] for a review of existing bond–slip models).”
- Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior (2015, methodology): “The geometry of the FE model is the same as that adopted by Lu et al. (2005b; 2006).”
- Bond–slip models for double strap joints strengthened by CFRP (2010, background): “While a great deal of research has been carried out on bond-slip relationships of CFRP sheet/plate bonded to concrete joints [1-9], research on CFRP plate/sheet to steel bonded joints is limited [10-15].”
- Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints (2013, methodology): “In fact, this conclusion has also been generally accepted and validated in the literature (Lu et al. 2005; Monti et al. 2003; Nakaba et al. 2001).”
- Debonding failure along a softening FRP-to-concrete interface between two adjacent cracks in concrete members (2007, background): “branch provides a close representation of the bond–slip behaviour of FRP-to-concrete interfaces [10,24,27,31], the solution of the problem, as shown in Fig.”