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Self-Consolidating Concrete Columns under Concentric Compression

Two series of column specimens were tested to investigate the behavior of self-consolidating concrete (SCC) columns under concentric compression. The first series contained 16 columns made with normal concrete (NC), and the second 16 columns were made with SCC. The test variables included the concrete strength, amount of longitudinal reinforcement, volumetric ratio of transverse reinforcement, strength of transverse reinforcement, and arrangement of transverse reinforcement. Comparisons were made between the SCC and NC specimens. Behavior of the SCC used in this study was also compared with that of high-flowability concretes in other studies. The results show that SCC can have better ...

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