Effect of Stiffeners on Shear Lag in Steel Box Girders
This paper studies the effects of stiffeners on shear lag in steel box girders with stiffened flanges. A three-dimensional linear finite element analysis using STAAD.Pro V8i program has been employed to evaluate and determine the actual top flange stress distribution and effective width in steel bo...
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Al-Khwarizmi College of Engineering – University of Baghdad
2012
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oai:doaj.org-article:d629d928a43146c1b846b98a8b2029d52021-12-02T08:06:05ZEffect of Stiffeners on Shear Lag in Steel Box Girders1818-11712312-0789https://doaj.org/article/d629d928a43146c1b846b98a8b2029d52012-05-01T00:00:00Zhttp://alkej.uobaghdad.edu.iq/index.php/alkej/article/view/130https://doaj.org/toc/1818-1171https://doaj.org/toc/2312-0789 This paper studies the effects of stiffeners on shear lag in steel box girders with stiffened flanges. A three-dimensional linear finite element analysis using STAAD.Pro V8i program has been employed to evaluate and determine the actual top flange stress distribution and effective width in steel box girders. The steel plates of the flanges and webs have been modeled by four-node isoparametric shell elements, while the stiffeners have been modeled as beam elements. Different numbers (4, 8, and 15) for the steel stiffeners have been used in this study to establish their effects on the shear lag and longitudinal stresses in the flange. Using stiffeners reduced the magnitude of the top flange longitudinal stresses about 40%, but didn’t affect the shear lag. Mohannad H. M. Al-SherrawiGhaidak Ahmed FadhilAl-Khwarizmi College of Engineering – University of BaghdadarticleShear lageffective widthbox girderstiffenersChemical engineeringTP155-156Engineering (General). Civil engineering (General)TA1-2040ENAl-Khawarizmi Engineering Journal, Vol 8, Iss 2 (2012) |
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Shear lag effective width box girder stiffeners Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 |
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Shear lag effective width box girder stiffeners Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 Mohannad H. M. Al-Sherrawi Ghaidak Ahmed Fadhil Effect of Stiffeners on Shear Lag in Steel Box Girders |
description |
This paper studies the effects of stiffeners on shear lag in steel box girders with stiffened flanges. A three-dimensional linear finite element analysis using STAAD.Pro V8i program has been employed to evaluate and determine the actual top flange stress distribution and effective width in steel box girders. The steel plates of the flanges and webs have been modeled by four-node isoparametric shell elements, while the stiffeners have been modeled as beam elements. Different numbers (4, 8, and 15) for the steel stiffeners have been used in this study to establish their effects on the shear lag and longitudinal stresses in the flange. Using stiffeners reduced the magnitude of the top flange longitudinal stresses about 40%, but didn’t affect the shear lag.
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format |
article |
author |
Mohannad H. M. Al-Sherrawi Ghaidak Ahmed Fadhil |
author_facet |
Mohannad H. M. Al-Sherrawi Ghaidak Ahmed Fadhil |
author_sort |
Mohannad H. M. Al-Sherrawi |
title |
Effect of Stiffeners on Shear Lag in Steel Box Girders |
title_short |
Effect of Stiffeners on Shear Lag in Steel Box Girders |
title_full |
Effect of Stiffeners on Shear Lag in Steel Box Girders |
title_fullStr |
Effect of Stiffeners on Shear Lag in Steel Box Girders |
title_full_unstemmed |
Effect of Stiffeners on Shear Lag in Steel Box Girders |
title_sort |
effect of stiffeners on shear lag in steel box girders |
publisher |
Al-Khwarizmi College of Engineering – University of Baghdad |
publishDate |
2012 |
url |
https://doaj.org/article/d629d928a43146c1b846b98a8b2029d5 |
work_keys_str_mv |
AT mohannadhmalsherrawi effectofstiffenersonshearlaginsteelboxgirders AT ghaidakahmedfadhil effectofstiffenersonshearlaginsteelboxgirders |
_version_ |
1718398693533548544 |