Structural Response of Corroded, Unbonded Posttensioned Beams-Reference-Cited by-同舟云学术

Structural Response of Corroded, Unbonded Posttensioned Beams

Published:2011-07 Issue:7 Volume:137 Page:761-771
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Castel A.¹²³³,Coronelli D.¹²³³,Vu N. A.¹²³³,François R.¹²³³

Affiliation:

1. Université de Toulouse, UPS, INSA, LMDC (Laboratoire Matériaux et Durabilité des Constructions), 135 Avenue de Rangueil, 31077 Toulouse, France (corresponding author).

2. Politecnico di Milano, Dipartimento di Ingegneria Strutturale, Piazza Leonardo da Vinci 32, 20133, Milano, Italy.

3. Université de Toulouse; UPS, INSA, LMDC (Laboratoire Matériaux et Durabilité des Constructions), 135 Avenue de Rangueil, 31077 Toulouse, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000315

Reference30 articles.

1. Tendon Stress in Continuous Unbonded Prestressed Concrete Members Part 2: Parametric Study

2. American Concrete Institute (ACI). (2001). “Corrosion of prestressing steels.” ACI 222.2R-01 Committee 222 Detroit 43.

3. Mechanical properties of corrosion damaged reinforcement;Cairns J.;ACI Mater. J.,2005

4. Mechanical behaviour of corroded reinforced concrete beams—Part 2: Bond and notch effects

5. Comité Euro-International du Béton (CEB-FIP). (1999). Model code—Structural concrete. Basis of design Vol. 2. Updated knowledge of the CEB-FIP Model Code 1990.

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