LOCAL BOND-SLIP RELATIONSHIP FOR FRP REINFORCEMENT IN CONCRETE

By Francesco Focacci, A. Nanni, C. Bakis. 2000

228 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/9963819e9ad9a882ba2664dd9d5bb940ba02a2b0

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Xiao Ling Zhao
2. R. Al-Mahaidi
3. J. Barros
4. J. Cruz
5. J. Sena-Cruz
6. L. Torres
7. V. Cunha
8. Marta Baena

In Civil and Structural Engineering

1. Xiao Ling Zhao
2. R. Al-Mahaidi
3. J. Barros
4. J. Cruz
5. J. Sena-Cruz
6. L. Torres
7. V. Cunha
8. Edoardo Cosenza

Citations in the corpus

• 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].”
• Experimental study of bond behaviour between concrete and FRP bars using a pull-out test (2009, methodology): “[21] propose a numerical method to calibrate parameters of a given local bond–slip relationship by a computational minimisation of the difference between the experimental and the numerically simulated pull-out test results.”
• Bond Between Near-Surface Mounted Carbon-Fiber-Reinforced Polymer Laminate Strips and Concrete (2004, methodology): “Based on the methodology used for the bonding of steel bars to concrete, several approaches have been developed to establish a local bond stress-slip relationship, t–s, for FRP rods (Larralde and Silva-Rodriguez 1993; Malvar 1995; Cosenza et al. 1997; Focacci et al. 2000; De Lorenzis et al. 2002).”
• Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review (2002, background): “…reinforcemen concrete have been under development since as early as the in the United States~Dolan 1999! and the 1970s in Europe ~Taerwe and Matthys 1999! and Japan~Fukuyama 1999!, although the overall level of research, demonstration, and comm cialization has increased markedly since the 1980s.”
• Modeling of bond between near-surface mounted CFRP laminate strips and concrete (2004, methodology): “[14] was used in the present work, with the necessary adjustments to account the specificities of the present strengthening technique.”
• Pullout Behavior of Steel Fibers in Self-Compacting Concrete (2010, methodology): “However, since in the present model the deformation of the concrete at the interface with the fiber was neglected, the differential equation was derived in terms of slip, after (Focacci et al. 2000; Sena-Cruz et al. 2006).”