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In this study, thirteen reinforced concrete beam specimens were subjected to accelerated corrosion using impressed current and then they were tested in a four-point bend test to determine their residual shear strength.
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The specimens were subjected to heat curing.
The specimens were subjected to pullout test.
The specimens were subjected to different loading histories until failure.
The specimens were subjected to different loading protocols.
The steel specimens were subjected to graphite powder.
Totally nine specimens were subjected to axial compression which includes three control specimens.
The specimens were subjected to two protocols of degradation.
Sandwich specimens were subjected to bolt pull-out load tests.
Specimens were subjected to combined electrical, mechanical and thermal loading.
Those specimens were subjected to four points bending.
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