A new single-shear set-up for stable debonding of FRP–concrete joints

By Claudio Mazzotti, Marco Savoia, Barbara Ferracuti. 2009

166 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/b9645531ac3466d7aaac893f5302ea3aa6c505b4

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. T. Triantafillou
2. Daniel V. Oliveira
3. E. Sacco
4. Andrea E. Prota
5. Paulo B. Lourenço
6. G. de Felice
7. C. Papanicolaou
8. I. Basílio

In Civil and Structural Engineering

1. E. Sacco
2. G. de Felice
3. T. Triantafillou
4. Daniel V. Oliveira
5. Andrea E. Prota
6. Paulo B. Lourenço
7. C. Papanicolaou
8. I. Basílio

Citations in the corpus

• Experimental Bond Behavior of FRP Sheets Glued on Brick Masonry (2011, background): “From the three possible configurations given above, the single-shear test setup is closer to real applications, thus being considering the most reliable setup to be used in research (Mazzotti et al. 2009).”
• Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays (2011, background): “Very similar test set-ups are being developed by other teams [25,42].”
• Round Robin Test for composite-to-brick shear bond characterization (2012, background): “Nevertheless, its reliability in comparison with the single-lap shear test is questionable, due to the difficulty of reproducing specimen symmetry (usually a single brick between two strips of fabric or laminate glued on both sides) and consequently ensuring equal distribution of load between the st”