Fatigue Stress Analysis of Orthotropic Steel Bridge Decks in Xinghai Bay Cross-sea Bridge

Fatigue properties of orthotropic steel bridge deck of Xinghai Bay Cross-sea Bridge in Dalian were analyzed. The segment model of orthotropic bridge deck was established by using the finite element software Abaqus. The intersection between diaphragm and U-rib was selected to analysis. The fatigue lo...

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Main Authors: Wenwu Li, Huili Wang, Sifeng Qin
Format: Article
Language:English
Published: Polish Academy of Sciences 2020-03-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/115121/PDF/21_Paper_759_do%20druku_B5_met.pdf
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author Wenwu Li
Huili Wang
Sifeng Qin
author_facet Wenwu Li
Huili Wang
Sifeng Qin
author_sort Wenwu Li
collection DOAJ
description Fatigue properties of orthotropic steel bridge deck of Xinghai Bay Cross-sea Bridge in Dalian were analyzed. The segment model of orthotropic bridge deck was established by using the finite element software Abaqus. The intersection between diaphragm and U-rib was selected to analysis. The fatigue loading model III was adopted which was provided by “Specifications for Design of Highway Steel Bridge”. First, the transverse stress influence line and the transverse severest loading position were determined. Then, five loading regions were selected near the transverse severest position. The stress amplitude of the intersection was ascertained through loading on the longitudinal bridge for each region. Finally, the fatigue checking for the intersection was carried out. The results showed that the maximum fatigue stress amplitude of orthotropic deck in Xinghai Bay Cross-sea Bridge met the requirements of "Specifications for Design of Highway Steel Bridge".
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spelling doaj.art-3356c5ef752349bb9e732dcf46acb5c62022-12-22T02:33:06ZengPolish Academy of SciencesArchives of Civil Engineering2300-31032020-03-01Vol. 66No 1327340https://doi.org/10.24425/ace.2020.131791Fatigue Stress Analysis of Orthotropic Steel Bridge Decks in Xinghai Bay Cross-sea BridgeWenwu LiHuili WangSifeng QinFatigue properties of orthotropic steel bridge deck of Xinghai Bay Cross-sea Bridge in Dalian were analyzed. The segment model of orthotropic bridge deck was established by using the finite element software Abaqus. The intersection between diaphragm and U-rib was selected to analysis. The fatigue loading model III was adopted which was provided by “Specifications for Design of Highway Steel Bridge”. First, the transverse stress influence line and the transverse severest loading position were determined. Then, five loading regions were selected near the transverse severest position. The stress amplitude of the intersection was ascertained through loading on the longitudinal bridge for each region. Finally, the fatigue checking for the intersection was carried out. The results showed that the maximum fatigue stress amplitude of orthotropic deck in Xinghai Bay Cross-sea Bridge met the requirements of "Specifications for Design of Highway Steel Bridge".https://journals.pan.pl/Content/115121/PDF/21_Paper_759_do%20druku_B5_met.pdforthotropic steel deckstress influence linefatigue stressxinghai bay cross-sea bridge
spellingShingle Wenwu Li
Huili Wang
Sifeng Qin
Fatigue Stress Analysis of Orthotropic Steel Bridge Decks in Xinghai Bay Cross-sea Bridge
Archives of Civil Engineering
orthotropic steel deck
stress influence line
fatigue stress
xinghai bay cross-sea bridge
title Fatigue Stress Analysis of Orthotropic Steel Bridge Decks in Xinghai Bay Cross-sea Bridge
title_full Fatigue Stress Analysis of Orthotropic Steel Bridge Decks in Xinghai Bay Cross-sea Bridge
title_fullStr Fatigue Stress Analysis of Orthotropic Steel Bridge Decks in Xinghai Bay Cross-sea Bridge
title_full_unstemmed Fatigue Stress Analysis of Orthotropic Steel Bridge Decks in Xinghai Bay Cross-sea Bridge
title_short Fatigue Stress Analysis of Orthotropic Steel Bridge Decks in Xinghai Bay Cross-sea Bridge
title_sort fatigue stress analysis of orthotropic steel bridge decks in xinghai bay cross sea bridge
topic orthotropic steel deck
stress influence line
fatigue stress
xinghai bay cross-sea bridge
url https://journals.pan.pl/Content/115121/PDF/21_Paper_759_do%20druku_B5_met.pdf
work_keys_str_mv AT wenwuli fatiguestressanalysisoforthotropicsteelbridgedecksinxinghaibaycrossseabridge
AT huiliwang fatiguestressanalysisoforthotropicsteelbridgedecksinxinghaibaycrossseabridge
AT sifengqin fatiguestressanalysisoforthotropicsteelbridgedecksinxinghaibaycrossseabridge