Modelling and parametric study of the re-anchorage of ruptured tendons in bonded post-tensioned concrete

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Modelling and parametric study of the re-anchorage of ruptured tendons in bonded post-tensioned concrete

The contribution of ruptured tendons to the residual strength of bonded post-tensioned concrete structures is currently assessed based on pre-tensioned concrete bond models. However, this approach is inaccurate due to the inherent differences between pre-tensioned and post-tensioned concrete. In thi...

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Bibliographic Details
Main Authors:	Abdelatif, Amged O., Owen, John S., Hussein, Mohammed F.M.
Format:	Article
Published:	American Society of Civil Engineers 2017
Subjects:	Post-tensioned concrete; Re-anchorage; Corrosion; Tendon; Bond Modelling; Finite element; Rupture; ESPI
Online Access:	https://eprints.nottingham.ac.uk/43413/

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