Modelling the prestress transfer in pre-tensioned concrete elements

Author:

Abdelatif A.O.,Owen J.S.,Hussein M.F.M.

Funder

University of Khartoum, Sudan

Publisher

Elsevier BV

Subject

Applied Mathematics,Computer Graphics and Computer-Aided Design,General Engineering,Analysis

Reference40 articles.

1. Bond modelling of prestressed concrete during the prestressing force release;Benítez;Mater. Struct.,2011

2. P.G. Gambarova, Bond in reinforced concrete: where do we stand today?, in: W. Cairns, G. Metelli, G.A. Plizzari (Eds.), Bond in Concrete 2012: Bond, Anchorage, Detailing, Brescia, Italy, 2012, pp. 1–13.

3. Bond of 13mm prestressing steel strands in pretensioned concrete members;Martí-Vargas;Eng. Struct.,2012

4. fib, Model Code 2010, Fédération Internationale du Béton fib/International Federation for Structural Concrete, 2010.

5. B.W. Russell, N.H. Burns, Design guidelines for transfer, development and debonding of large diameter seven wire strands in pretensioned concrete girders, in: Research Report 1210-5F, Center for Transportation Research, the University of Texas at Austin, Austin, Texas, 1993.

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