Evaluation of Pretensioned Girders with Partial-Strand Debonding-Reference-Cited by-同舟云学术

Evaluation of Pretensioned Girders with Partial-Strand Debonding

Published:2020-08 Issue:8 Volume:25 Page:04020059
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Bolduc Mathew W.¹^ORCID,Gaur Avdhesh²,Shahrooz Bahram M.³^ORCID,Harries Kent A.⁴^ORCID,Miller Richard A.⁵,Russell Henry G.⁶

Affiliation:

1. Doctoral Candidate, Dept. of Civil and Architectural Engineering and Construction Management (CAECM), Univ. of Cincinnati, Cincinnati, OH 45221. ORCID: .

2. Formerly Graduate Student, Dept. of CAECM, Univ. of Cincinnati, Cincinnati, OH 45221.

3. Professor, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, Cincinnati, OH 45221 (corresponding author). ORCID: .

4. Bicentennial Board of Visitors Fellow and Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15260. ORCID: .

5. Interim Dept.t Head, Dept. of CAECM, Univ. of Cincinnati, Cincinnati, OH 45221.

6. Engineering Consultant, Henry G. Russell, Inc., Glenview, IL 60025.

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.1943-5592.0001585

Reference8 articles.

1. Shear behavior of full-scale prestressed concrete girders: Comparison between AASHTO specifications and LRFD code—Comments and authors’ closure;Collins M. P.;PCI J.,1997

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1. Effect of strand debonding on the shear strength of existing pretensioned PC hollow slab;Engineering Structures;2023-09

2. Experimental background behind new AASHTO LRFD specifications for partially partially debonded strands;PCI Journal;2023

3. Discussion of “Evaluation of Pretensioned Girders with Partial-Strand Debonding” by Mathew W. Bolduc, Avdhesh Gaur, Bahram M. Shahrooz, Kent A. Harries, Richard A. Miller, and Henry G. Russell;Journal of Bridge Engineering;2021-11

4. Vertical cracking at girder ends during post‐tensioning of prefabricated prestress concrete bridge T‐girders;Structural Concrete;2021-09-02