Development of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-Concrete Interfaces with a Simple Method
By Jian-Guo Dai, Tamon Ueda, Yasuhiko Sato. 2005
653 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/4ba2b14de0a7595df79421325a8aed48ead1acff
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Full-range behavior of FRP-to-concrete bonded joints (2004, background): “the bond strength or the debonding load) of FRP-to-concrete bonded joints and the local bond-slip behavior of the FRP-to-concrete interface (e.g. Chajes et al. 1996; Brosens 2001; De Lorenzis et al. 2001; Nakaba et al. 2001; Dai et al. 2005; Yao et al. 2005).”
- Quantification of Bond-Slip Relationship for Externally Bonded FRP-to-Concrete Joints (2013, background): “1997; Van Gemert 1980] and semiempirical models involving fracture mechanics theory (Chen and Teng 2001; Dai et al. 2005; Holzenkämpfer 1994; Lu et al. 2005; Neubauer and Rostasy 1997; Niedermeier 2000; Yang et al. 2001; Zhou 2009).”
- 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].”
- Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature (2013, methodology): “This model is an extension of the two-parameter bond-slip model previously proposed by Dai et al. (2005) for FRP-to-concrete interfaces at ambient temperature.”
- Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC (2016, background): “9 high shear force but little or no moment (simply ‘shear debonding’) [33-43].”
- Effect of Temperature Variation on the Full-Range Behavior of FRP-to-Concrete Bonded Joints (2012, background): “16 If the test involves softening of the adherends as well, the above equations can still be used provided that the thermally induced deteriorations of material properties of the adherends are properly considered, such as using the model proposed by Dai et al. (2010) for FRP plates at elevated tempe”