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The control specimens showed joint shear failure when subjected to cyclic loading at the beam tip.
None of the control specimens revealed any cells or tissue filling the incision.
The flexural strength and stiffness of the strengthened beams increased compared to the control specimens.
The control specimens exposed to sea water showed the best resistance in terms of tensile strength.
This indicates that other healing mechanisms were present that allowed the control specimens to heal during the recovery period.
The control specimens had UTS of 2.18 MPa, stiffness of 5.11 MPa, and resilience of 0.42 J/m3.
Corrosion potential and current of the control specimens decreased with time for 40 days after which an increase was observed.
In addition, the control specimens have been reused after testing as damaged specimens that are candidates for rehabilitation.
The reduction of the SIFs for the repaired specimens was evident with the comparison of the control specimens.
The ultimate strengths of the repaired beams were equivalent or significantly higher than those of the control specimens, although reduced deflection capacities were registered after repair.
The increase in the concrete shear capacity of strengthened specimens was in the range of 10 70% compared to the control specimens.
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CEO of Professional Science Editing for Scientists @ prosciediting.com