Review of State of the Art and Practice of Strand Debonding for Pretensioned Girders

Bibliographic Details
Main Author: Gaur, Avdhesh
Language:English
Published: University of Cincinnati / OhioLINK 2014
Subjects:
Online Access:http://rave.ohiolink.edu/etdc/view?acc_num=ucin1406880547
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spelling ndltd-OhioLink-oai-etd.ohiolink.edu-ucin14068805472021-08-03T06:26:29Z Review of State of the Art and Practice of Strand Debonding for Pretensioned Girders Gaur, Avdhesh Civil Engineering Partial debonding is considered as a less complex, safer and more economical way of addressing serviceability issues caused by end cracking in girders. Debonding is an established method with distinct variations among different state and international specifications and unspecified local practices. The American Association of State Highway and Transportation Officials (AASHTO) LRFD Specifications limit debonding to 25% of the strands and these limits appear to be based on a single study (Shahawy et al. 1993). Practices of individual state DOTs vary, are based on experience, and sometimes exceed the AASHTO LRFD Specification limit.High levels of debonding can lead to unsafe design while lower levels of debonding can be uneconomical. Therefore, it is of vital importance to have a better understanding and investigation of effects of debonding on various girder performance metrics. This investigation and understanding can be facilitated through identification of critical factors by getting information on various prevalent practices and rationale behind these practices in different States as well as international jurisdictions.This report is aimed to identify the various factors or detailing requirements that can be critical in developing a unified approach to design of partially debonded strand regions. The selected methodology for achieving these objectives includes literature review of theoretical/experimental studied relevant to focus of this study, and through review of specified/unspecified U.S. and international practices and an investigation of their rationale. Information on debonding specification/unspecified local practice is achieved though surveys conducted by the National Academies, review of design specification of various states and international jurisdictions, and personal communications with a number of practicing engineers.This report presents all major observations, findings, and conclusions based on literature review, review of specified/unspecified U.S. and international practices, and review and validation of basis of current AASHTO LRFD limitations on debonding of strands in pretensioned.The data from a study by Shahawy, et al. are reanalyzed using analysis methods and code provisions not available at the time of the original work. This reanalysis shows that higher debonding limits can be justified as long as release stresses are controlled and the girder meets the strength requirements of the current AASHTO Specifications. 2014-10-13 English text University of Cincinnati / OhioLINK http://rave.ohiolink.edu/etdc/view?acc_num=ucin1406880547 http://rave.ohiolink.edu/etdc/view?acc_num=ucin1406880547 unrestricted This thesis or dissertation is protected by copyright: all rights reserved. It may not be copied or redistributed beyond the terms of applicable copyright laws.
collection NDLTD
language English
sources NDLTD
topic Civil Engineering
spellingShingle Civil Engineering
Gaur, Avdhesh
Review of State of the Art and Practice of Strand Debonding for Pretensioned Girders
author Gaur, Avdhesh
author_facet Gaur, Avdhesh
author_sort Gaur, Avdhesh
title Review of State of the Art and Practice of Strand Debonding for Pretensioned Girders
title_short Review of State of the Art and Practice of Strand Debonding for Pretensioned Girders
title_full Review of State of the Art and Practice of Strand Debonding for Pretensioned Girders
title_fullStr Review of State of the Art and Practice of Strand Debonding for Pretensioned Girders
title_full_unstemmed Review of State of the Art and Practice of Strand Debonding for Pretensioned Girders
title_sort review of state of the art and practice of strand debonding for pretensioned girders
publisher University of Cincinnati / OhioLINK
publishDate 2014
url http://rave.ohiolink.edu/etdc/view?acc_num=ucin1406880547
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