Failure Modes in Concrete Repair Systems due to Ongoing Corrosion

<div>Influence of interface strength and substrate surface roughness on imposed internal pressure and corresponding maximum crack widths prior to repair system failure. SHCC is used as a repair material (LBS corresponds to interface strength 1 MPa and HBS to interface strength of 3 MPa).</div>

Advances in Materials Science and Engineering

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Figure 16

Figure 16: Failure Modes in Concrete Repair Systems due to Ongoing Corrosion 