Re-anchorage of a ruptured tendon in bonded post-tensioned concrete beams: model validation

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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...

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Bibliographic Details
Main Authors:	Abdelatif, Amged O., Owen, John S., Hussein, Mohammed F.M.
Format:	Article
Published:	Trans Tech Publications Inc. 2013
Subjects:	Assessment Corrosion Electronic Speckle Pattern Interferometry (ESPI) Post-Tensioned Concrete Re-Anchorage Residual Structural Capacity Rupture Tendon
Online Access:	https://eprints.nottingham.ac.uk/3605/

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