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- W2391656827 abstract "Three-axis compression increases the ductility and strength of confined concrete structrues. The radial confined stress is distributed non-uniformly along the radial direction in a limited region, so the area outside this region does not need to be considered. A theoretical model and finite element analyses were used to calculate the effective restrained radius of a confined area, in which the ratio of outside and inside diameters is less than 3. The area is in good agreement with experimental results of local compression test in concrete structures. The method can also be applied to other kinds of confined concrete structures." @default.
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- W2391656827 date "2005-01-01" @default.
- W2391656827 modified "2023-09-23" @default.
- W2391656827 title "Effective restrained radius of confined concrete" @default.
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