Research Article
Steel Fibres: Effective Way to Prevent Failure of the Concrete Bonded with FRP Sheets
Figure 6
Failure character of RC tensile specimens: splitting of the ordinary concrete prism in the tie T1-C3-F0 (a); absence of failure of the tie T2-C1-F0.6 made of SFRC (b).
(a) |
(b) |