Failure Modes in Concrete Repair Systems due to Ongoing Corrosion

<div>Pressure build-up and corresponding maximum crack widths in the system with the substrate stronger than the repair material (LBS corresponds to the interface strength of 1 MPa and HBS to the interface strength of 3 MPa).</div>

Advances in Materials Science and Engineering

fig21

Figure 21

Figure 21: Failure Modes in Concrete Repair Systems due to Ongoing Corrosion 