Development Length Tests of Full-Scale Prestressed Self-Consolidating Concrete Box and I-Girders-Reference-Cited by-同舟云学术

Development Length Tests of Full-Scale Prestressed Self-Consolidating Concrete Box and I-Girders

Published:2013-11 Issue:11 Volume:18 Page:1209-1218
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Andrawes Bassem¹,Pozolo Andrew²,Chen Zhe³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801 (corresponding author).

2. Structural Associate, Sargent & Lundy, 55 East Monroe St., Chicago, IL 60603.

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801.

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.1943-5592.0000363

Reference18 articles.

1. AASHTO. (2004). AASHTO LRFD bridge design specifications 3rd Ed. Washington DC.

2. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

3. Andrawes B. Shin M. and Pozolo A. (2009). “Transfer and development length of prestressing tendons in full-scale AASHTO prestressed concrete girders using self-consolidating concrete.” Rep. No. ICT-09-038 Illinois Center for Transportation Urbana IL.

4. A Review of Strand Development Length for Pretensioned Concrete Members

5. Bureau of Materials and Physical Research (BMPR). (2007). Self-consolidating concrete for precast products (BDE) Illinois DOT Springfield IL.

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