Sources of Crack Growth in Pretensioned Concrete-Bridge Girder Anchorage Zones after Detensioning-Reference-Cited by-同舟云学术

Sources of Crack Growth in Pretensioned Concrete-Bridge Girder Anchorage Zones after Detensioning

Published:2016-10 Issue:10 Volume:21 Page:04016072
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Okumus Pinar¹,Kristam Rama Pranav²,Diaz Arancibia Mauricio³

Affiliation:

1. Assistant Professor, Univ. at Buffalo, 222 Ketter Hall, Buffalo, NY 14260 (corresponding author).

2. Structural Engineer, Gilsanz Murray Steficek, 8117 102nd Rd., Floor 2, Ozone Park, NY 11416.

3. Graduate Student, Univ. at Buffalo, 206 Ketter Hall, Buffalo, NY 14260.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000928

Reference27 articles.

1. Abaqus 6.13 [Computer software]. SIMULIA Providence RI.

2. Analytical Investigation and Monitoring of End-Zone Reinforcement of the Alaskan Way Viaduct Super Girders

3. Effects of Temperature Variations on Precast, Prestressed Concrete Bridge Girders

4. Breen J. E. Bürdet O. Roberts С. Sanders D. Wollmann G. and Falconer В. (1994). “Anchorage zone reinforcement for post-tensioned concrete girders.” NCHRP 356 Transportation Research Board Washington DC.

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