Re-anchorage of a ruptured tendon in bonded post-tensioned concrete beams: model validation
Many post-tensioned concrete bridges have been reported to have ruptured tendons due to corrosion [1] and the assessment of their residual structural capacity has to account for the possibility of re-anchorage of failed tendons. This paper presents an experimental programme to validate a numerical m...
| Main Authors: | , , |
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| Format: | Article |
| Published: |
Trans Tech Publications Inc.
2013
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| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/3605/ |