Characterization of Bond-Loss Failures in Pretensioned Concrete Girders-Reference-Cited by-同舟云学术

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Characterization of Bond-Loss Failures in Pretensioned Concrete Girders

Published:2017-04 Issue:4 Volume:22 Page:06016013
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Naji Behnam¹,Ross Brandon E.²,W. Floyd Royce³

Affiliation:

1. Ph.D. Candidate, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (corresponding author).

2. Assistant Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.

3. Assistant Professor, Gallogly College of Engineering, Univ. of Oklahoma, Norman, OK 73019-0390.

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.1943-5592.0001025

Reference16 articles.

1. Strut-tie approach in pretensioned deep beams;Alshegeir A.;ACI Struct. J.,1992

2. Measured Development Lengths of 0.7 in. (17.8 mm) Strands for Pretensioned Beams

3. Development Length and Lateral Spacing Requirements of Prestressing Strand for Prestressed Concrete Bridge Girders

4. Nontraditional Shear Failures in Bulb-T Prestressed Concrete Bridge Girders

5. Jongpitaksseel N. (2003). “Behavior of end zone of precast/pretensioned concrete bridge girders.” Ph.D. dissertation Univ. of Nebraska Lincoln NE.

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1. Experimental study on the bending performance of a precast, pretensioned high-strength concrete I-girder with pretensioned double broken strands;2024-04-29

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

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. Bond mechanism of 18-mm prestressing strands: New insights and design applications;STRUCT ENG MECH;2020

5. Evaluation of the AASHTO LRFD strand debonding limitations in the context of bond-loss failure;Journal of Structural Integrity and Maintenance;2017-01-02

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