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Discuss about the term - End Zone
It is the length of a post-tensioned concrete member, at the end, which is required to get a distribution of prestress over the whole of the cross- section of the concrete member. At the ends of post-tensioned concrete members, anchorages apply the prestressing force on only a part of the cross-section of concrete. As we move from an end towards the middle of the concrete member, the distribution of longitudinal prestresses occupies more and more cross-sectional area. The zone which lies between an end of the member and the section where full cross-sectional area of concrete is subjected to longitudinal prestress is known as end zone.
This is the title for my thesis for masters in structural engineering. Is it possible to make for me the literature review? I already have my references.
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