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There are two bond planes for precast repair specimens, and it is imperative to maintain a good quality and consistent speed failure for both.
The left shoulder was also prepared as the control group and compared to the repair specimens.
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The repaired specimens were stored in distilled water at 37°C.
A total of 22 specimens, including bare steel specimens, CFRP repaired specimens and grout repaired specimens were tested under axial compression loading.
Compared to the unrepaired specimens, the repaired specimens have high resistance to salt fog degradation.
The mechanical properties of the repaired specimens were compared with that of the no-damaged specimens without repair.
Their results indicated that the repaired specimens did not recover the total strength of the control intact specimen.
Tavakkolizadeh and Saadatmanesh (2003) indicated that the repaired specimens did not recover the total strength of the intact specimen.
The tensile properties of static and fatigue of the repaired specimens were investigated.
Because of the reduction of stress concentration caused by repairing, there is an improvement in the residual strength of the repaired specimens; thus the tensile residual strengths of repaired specimens are greater than those of un-repaired notched specimens.
The reduction of the SIFs for the repaired specimens was evident with the comparison of the control specimens.
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CEO of Professional Science Editing for Scientists @ prosciediting.com