Strand bond performance in prestressed concrete accounting for bond slip-Reference-Cited by-同舟云学术

Strand bond performance in prestressed concrete accounting for bond slip

Published:2013-06 Issue: Volume:51 Page:236-244
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Martí-Vargas J.R.,Serna P.,Hale W.M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

1. FIB. Bond of reinforcement in concrete. State of the art report. Fib Bulletin n°10. Lausanne: International Federation for Structural Concrete; 2000.

2. ACI Committee 318. Building code requirements for reinforced concrete (ACI 318-11). Farmington Hills, MI: American Concrete Institute; 2011.

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

4. Predicting strand transfer length in pretensioned concrete: Eurocode versus North American practice;Martí-Vargas;ASCE J Bridge Eng,2012

5. Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members;Caro;Mech Time-Depend Mater,2012

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