Strand Debonding for Prestressed Concrete Girders to Control End Horizontal Web Cracks Based on a Modified G-S Model-Reference-Cited by-同舟云学术

Strand Debonding for Prestressed Concrete Girders to Control End Horizontal Web Cracks Based on a Modified G-S Model

Published:2022-02 Issue:2 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yuan Aimin¹^ORCID,Yang Di²,Miao Xinge²

Affiliation:

1. Professor, Dept. of Civil and Transportation Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, PR China (corresponding author). ORCID: .

2. Dept. of Civil and Transportation Engineering, Hohai Univ., No. 1 Xikang Rd., Nanjing 210098, PR China.

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.1943-5592.0001819

Reference17 articles.

1. AASHTO (American Association of State Highway and Transportation Officials). 2013. Interim revisions to the AASHTO LRFD bridge design specifications. 6th ed. Washington, DC: AASHTO.

2. AASHTO (American Association of State Highway and Transportation Officials). 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

3. Barnes R. W. N. H. Burns and M. E. Kreger. 2000. Anchorage of large diameter prestressing strands in pretensioned concrete I beams. Research Report 1388-S. Grant No: Research Study 0-1388. Texas Dept. of Transportation Center for Transportation Research Univ. of Texas at Austin Austin TX.

4. Den Uijl, J. A. 1983. Tensile stresses in the transmission zones of hollow-core slabs prestressed with pretensioned strands. Rep. No. 5-83-10. TU Delft: Stevinlaboratory.

5. FIB (International Federation for Structural Concrete). 2010. Fib bulletins 55–56: Model code 2010 first complete draft. Lausanne, Switzerland: FIB.

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