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The total applied failure load, 2P u, and the corresponding mid-span deflection for each of the beam specimens were recorded using data logger.
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The permanent deformation profiles of specimens were recorded.
Mass changes of the specimens were recorded after each cycle.
Mass changes of the specimen were recorded every 100 cycles.
The first cracking load of each specimen was recorded.
Seventeen reinforced concrete beam specimens were used for testing.
A total of five beam specimens were tested.
Double cantilever beam specimens were prepared for the tests.
Four beam specimens were constructed for the pure torsion test.
Accordingly, four beam specimens were cast to test and compare the bond strength of steel reinforcement in SCC beams.
Since coupling beam specimens were cast horizontally and then tested vertically, a prestressing force was applied in the specimen due to the weight of the specimen.
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