Strengthening of Masonry Arches with Fiber-Reinforced Polymer Strips

By P. Foraboschi. 2004

225 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Earth-Surface Processes

View Paper: https://www.semanticscholar.org/paper/6a343fab7582f0a40c06fc3d29beb756d5aa243e

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. Daniel V. Oliveira
2. Laura De Lorenzis
3. Paulo B. Lourenço
4. I. Basílio
5. Giorgio Zavarise
6. J. Lemos
7. Gabriele Milani
8. A. Nanni

In Civil and Structural Engineering

1. Daniel V. Oliveira
2. Laura De Lorenzis
3. Paulo B. Lourenço
4. I. Basílio
5. Giorgio Zavarise
6. Gabriele Milani
7. J. Lemos
8. Antonio Tralli

In Earth-Surface Processes

1. Daniel V. Oliveira
2. Laura De Lorenzis
3. Paulo B. Lourenço
4. I. Basílio
5. Giorgio Zavarise
6. Vasilis Sarhosis

Citations in the corpus

• Experimental Behavior of FRP Strengthened Masonry Arches (2010, background): “For arches strengthened at the intrados, the critical feature is the occurrence of detachment of the reinforcing material (Valluzzi et al. 2001, Foraboschi 2004, Baratta and Corbi 2007, Briccoli Bati et al. 2007), although the detachment failure mode may be accompanied by hinge collapse mechanism.”
• Interfacial stress analysis and prediction of debonding for a thin plate bonded to a curved substrate (2009, background): “If the FRP strip is placed at the intrados, the interfacial normal (peeling) tensile stresses are likely to lead to mixed-mode fracture of the masonry substrate, and thus to accelerate debonding with respect to the mode-II fracture case (Aiello et al. 2004, CNR 2004, Foraboschi 2004).”