Research Article
Failure Modes in Concrete Repair Systems due to Ongoing Corrosion
Figure 12
Numerically obtained crack pattern and maximum crack widths [mm] due to the pressure imposed by expanding the bar in repair systems. Mortar is used as a repair material, influence of the substrate surface roughness, and the interface strength; top: repair material; bottom: substrate (deformation scaled 20x; note that for different samples maximum crack widths are different).
(a) Smooth surface. Interface strength of 1 MPa. Imposed pressure of 10 MPa |
(b) Rough surface. Interface strength of 1 MPa. Imposed pressure of 26 MPa |
(c) Rough surface. Interface strength of 3 MPa. Imposed pressure of 26 MPa |