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Twelve beam specimens were cast using either SCC or VC mixes.
The beam specimens were cast using 400 L capacity concrete mixer in the Structures laboratory of Ryerson University.
Accordingly, four beam specimens were cast to test and compare the bond strength of steel reinforcement in SCC beams.
A total of 90 RILEM beam specimens were cast with ECC and NC and cured for specific duration before they were tested.
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.
The U-shaped thin-walled RC beam specimens were cast in a factory of prefabrication and were moist cured by covering the surfaces with wet straw bags, with the temperature of about 20 24 °C for 60 days.
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To determine the fracture parameters, twelve notched beam specimens were casted for each mix and the results were analyzed by means of the size effect method.
The NC specimens were cast as reference beams.
150 mm cubic specimens were cast from these mixtures.
The specimens were cast at two cooling rates.
Eighteen steel reinforced concrete slab specimens were cast for testing.
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