Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures - Materials, RC and PC structures, masonry structures.
By L. Feo. 2006
379 citations recorded by the source corpus.
View Paper: https://www.semanticscholar.org/paper/b1c5d27df1f6da3f285212cd0d6465bba2d31a1e
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
- F. Carozzi
- C. Poggi
- Elisa Bertolesi
- Gabriele Milani
- P. Claisse
- E. Ganjian
- Arpit Goyal
- H. Pouya
Citations in the corpus
- A Review of Corrosion and Protection of Steel in Concrete (2018, background): “2R-08 (2008) [53] recommends not to use FRP reinforcement without arresting the ongoing corrosion and repairing any degradation to the substrate, if steel in concrete is corroding or the concrete substrate is degrading, as FRP is not going to stop ongoing corrosion to the existing reinforcement.”
- Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation (2018, methodology): “In [42] a formulation based on the mechanical properties of bricks and reinforcement is proposed to compute the fracture energy and the maximum transferable load.”