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High Strength Concrete Confinement Effects by Marimuthu Kaliyamoorthy is a document available to read on EtoBox.
This study analyzed the behavior of confined high-strength concrete with confinement levels ranging from 0% to over 4% and concrete strengths between 25 MPa and 100 MPa. Specimens of various shapes and sizes were tested under compression. The results were used to statistically define the stress-strain curve parameters, proposing a model that describes confined concrete behavior up to high strains. The improvement due to confinement was quantified based on maximum strength, strain at peak strength, and ducti
- Author
- Marimuthu Kaliyamoorthy
- Language
- EN