Design of pressure tunnels using a finite element model

In this study, a two-dimensional plane strain finite element model is used for the prediction of mechanical and hydraulic behaviour of pre-stressed concrete-lined pressure tunnels. Results obtained from numerical models are presented and compared with the one calculated using analytival solutions.


Published in:
The International Journal on Hydropower & Dams, 19, 5, 98-105
Year:
2012
Keywords:
Note:
[884]
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 Record created 2012-11-01, last modified 2018-05-29

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