Effects of Existing Shear Damage on Externally Posttensioned Repair of Bent Caps-Reference-Cited by-同舟云学术

Effects of Existing Shear Damage on Externally Posttensioned Repair of Bent Caps

Published:2007-11 Issue:11 Volume:133 Page:1662-1669
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Aravinthan Thiru¹²,Suntharavadivel T. G.¹²

Affiliation:

1. Associate Professor in Engineered Fibre Composites, Faculty of Engineering and Surveying, Univ. of Southern Queensland, Toowoomba, QLD 4350 Australia (corresponding author). E-mail: aravinthant@usq.edu.au

2. Ph.D. Candidate, Faculty of Engineering and Surveying, Univ. of Southern Queensland, Toowoomba, QLD 4350 Australia. E-mail: sunthart@usq.edu.au

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%290733-9445%282007%29133%3A11%281662%29

Reference13 articles.

1. Aravinthan T. Sabonchy E. and Heldt T. (2004). “Application of external posttensioning for strengthening of headstocks (bent-caps) in bridges.” Proc. 4th Int. Conf. on Concrete under Severe Conditions: Environment and Loading Seoul National Univ. and Korea Concrete Institute Seoul South Korea 1737–1744.

2. Flexural behavior of two-span continuous prestressed concrete girders with highly eccentric external tendons;Aravinthan T.;ACI Struct. J.,2005

3. Strengthening of Concrete Beams by External Prestressing

4. Khaloo A. R. (2000). “Shear repair of reinforced concrete beams using posttensioning.” Proc. 4th Int. Conf. on Repair Rehabilitation and Maintenance of Concrete Structures and Innovations in Design and Construction ACI Seoul Korea 519–550.

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