Discussion on Prestressing Steels by K.W. Longbottom and G.P. Mallett
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Discussion on Prestressing Steels by K.W. Longbottom and G.P. Mallett

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The Structural Engineer
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The Structural Engineer, Volume 52, Issue 9, 1974

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The Structural Engineer, Volume 52, Issue 9, 1974

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Mr. B. Rhodes: Mr. Longbottom has done less than justice to large diameter strand, by which I mean 28 mm (1 1/8 in) diameter strand. I know it is not used a lot, but this is really because of lack of effort on the part of the manufacturers and the system suppliers. 28 mm diameter strand has certain basic drawbacks, namely:
1. The shape of the load/extension curve
2. Relaxation losses at 6 per cent
3. Lower grip efficiencies
4. The tendency to fly open when cut
5. The 'banana' effect at the ends

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The Institution of Structural Engineers

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Opinion Issue 9

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