Analysis of Bonded Post-tensioned Partially Prestressed Concrete Beams under Sustained Loads
A simple and rational analytical model that allows the determination of the history of strain and stress distribution in uncracked bonded post-tensioned RC concrete sections is proposed. Expressions for the direct computation of the time-dependent strain are extended to consider a two-stage sustaine...
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| Format: | Article |
| Language: | English |
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Elsevier
2001-01-01
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| Series: | Journal of King Saud University: Engineering Sciences |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S1018363918307220 |