Stress : strain relationships for confined concrete : rectangular sections
An experimental investigation into the behaviour of square, confined, reinforced concrete columns was undertaken. Thirty 450 mm square, 1200 mm high units were cast with varying amounts of longitudinal and lateral steel. These were subjected to concentric or eccentric axial loads to failure at slow...
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| Language: | en |
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University of Canterbury. Civil Engineering
2015
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| Online Access: | http://hdl.handle.net/10092/10494 |