Fatigue evaluation of hot spot stress in fatigue vulnerable area of bridge deck structure based on thermal energy modelling

The paper takes a Yangtze River bridge as the object, establishes a finite element model of the highway orthotropic steel deck structure, calculates and analyzes the fatigue stress of specific structural details based on the hot spot stress method, and obtains the fatigue vulnerable area of...

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Main Authors: Zhao Fangqin, Liao Qinghua
Format: Article
Language:English
Published: VINCA Institute of Nuclear Sciences 2021-01-01
Series:Thermal Science
Subjects:
Online Access:http://www.doiserbia.nb.rs/img/doi/0354-9836/2021/0354-98362104093Z.pdf
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spelling doaj-54055861b746423fa06f7e53811341372021-07-23T07:12:57ZengVINCA Institute of Nuclear SciencesThermal Science0354-98362334-71632021-01-01254 Part B3093310110.2298/TSCI2104093Z0354-98362104093ZFatigue evaluation of hot spot stress in fatigue vulnerable area of bridge deck structure based on thermal energy modellingZhao Fangqin0Liao Qinghua1Anhui Institute of Public Security Education, Hefei, Anhui, ChinaTongling University, Tongling, Anhui, ChinaThe paper takes a Yangtze River bridge as the object, establishes a finite element model of the highway orthotropic steel deck structure, calculates and analyzes the fatigue stress of specific structural details based on the hot spot stress method, and obtains the fatigue vulnerable area of this type of bridge deck structure. Based on the bridge’s actual use, the thesis calculates and evaluates the fatigue life of the typical welding details of the bridge deck based on the American Highway Bridge Design Code. The results show that the fatigue stress amplitude calculation of the five types of fatigue vulnerable structure details under the Fatigue Ⅰ and Fatigue Ⅱ limit states. The values are all less than the allowable value, and the fatigue life meets the design requirements.http://www.doiserbia.nb.rs/img/doi/0354-9836/2021/0354-98362104093Z.pdfhighway bridgeorthotropic steel bridge deckfatigue stresshot spot stressfatigue assessment
collection DOAJ
language English
format Article
sources DOAJ
author Zhao Fangqin
Liao Qinghua
spellingShingle Zhao Fangqin
Liao Qinghua
Fatigue evaluation of hot spot stress in fatigue vulnerable area of bridge deck structure based on thermal energy modelling
Thermal Science
highway bridge
orthotropic steel bridge deck
fatigue stress
hot spot stress
fatigue assessment
author_facet Zhao Fangqin
Liao Qinghua
author_sort Zhao Fangqin
title Fatigue evaluation of hot spot stress in fatigue vulnerable area of bridge deck structure based on thermal energy modelling
title_short Fatigue evaluation of hot spot stress in fatigue vulnerable area of bridge deck structure based on thermal energy modelling
title_full Fatigue evaluation of hot spot stress in fatigue vulnerable area of bridge deck structure based on thermal energy modelling
title_fullStr Fatigue evaluation of hot spot stress in fatigue vulnerable area of bridge deck structure based on thermal energy modelling
title_full_unstemmed Fatigue evaluation of hot spot stress in fatigue vulnerable area of bridge deck structure based on thermal energy modelling
title_sort fatigue evaluation of hot spot stress in fatigue vulnerable area of bridge deck structure based on thermal energy modelling
publisher VINCA Institute of Nuclear Sciences
series Thermal Science
issn 0354-9836
2334-7163
publishDate 2021-01-01
description The paper takes a Yangtze River bridge as the object, establishes a finite element model of the highway orthotropic steel deck structure, calculates and analyzes the fatigue stress of specific structural details based on the hot spot stress method, and obtains the fatigue vulnerable area of this type of bridge deck structure. Based on the bridge’s actual use, the thesis calculates and evaluates the fatigue life of the typical welding details of the bridge deck based on the American Highway Bridge Design Code. The results show that the fatigue stress amplitude calculation of the five types of fatigue vulnerable structure details under the Fatigue Ⅰ and Fatigue Ⅱ limit states. The values are all less than the allowable value, and the fatigue life meets the design requirements.
topic highway bridge
orthotropic steel bridge deck
fatigue stress
hot spot stress
fatigue assessment
url http://www.doiserbia.nb.rs/img/doi/0354-9836/2021/0354-98362104093Z.pdf
work_keys_str_mv AT zhaofangqin fatigueevaluationofhotspotstressinfatiguevulnerableareaofbridgedeckstructurebasedonthermalenergymodelling
AT liaoqinghua fatigueevaluationofhotspotstressinfatiguevulnerableareaofbridgedeckstructurebasedonthermalenergymodelling
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