Effects of tensile reinforcement ratio and compressive strength on the behaviour of over-reinforced helically confined HSC beams
The technology of high strength concrete has improved over the last decade. High strength concrete (HSC) is more brittle than normal strength concrete. The brittleness increases with the use of over-reinforced section, which fails suddenly without warning. Use of over reinforced sections is restrict...
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Veröffentlicht in: | Construction & building materials 2007-02, Vol.21 (2), p.269-276 |
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Sprache: | eng |
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