Prediction of Fatigue Life of a Continuous Bridge Girder Based on Vehicle Induced Stress History

The fatigue damage assessment of bridge components by conducting a full scale fatigue testing is often prohibitive. A need, therefore, exists to estimate the fatigue damage in bridge components by a simulation of bridge-vehicle interaction dynamics due to the action of the actual traffic. In the pre...

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Main Authors: V.G. Rao, S. Talukdar
Format: Article
Language:English
Published: Wiley 2003-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2003/309413
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author V.G. Rao
S. Talukdar
author_facet V.G. Rao
S. Talukdar
author_sort V.G. Rao
collection DOAJ
description The fatigue damage assessment of bridge components by conducting a full scale fatigue testing is often prohibitive. A need, therefore, exists to estimate the fatigue damage in bridge components by a simulation of bridge-vehicle interaction dynamics due to the action of the actual traffic. In the present paper, a systematic method has been outlined to find the fatigue damage in the continuous bridge girder based on stress range frequency histogram and fatigue strength parameters of the bridge materials. Vehicle induced time history of maximum flexural stresses has been obtained by Monte Carlo simulation process and utilized to develop the stress range frequency histogram taking into consideration of the annual traffic volume. The linear damage accumulation theory is then applied to calculate cumulative damage index and fatigue life of the bridge. Effect of the bridge span, pavement condition, increase of vehicle operating speed, weight and suspension characteristics on fatigue life of the bridge have been examined.
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institution Kabale University
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series Shock and Vibration
spelling doaj-art-594b4332e8fa4a1db9f7983d4903fda42025-02-03T05:59:50ZengWileyShock and Vibration1070-96221875-92032003-01-01105-632533810.1155/2003/309413Prediction of Fatigue Life of a Continuous Bridge Girder Based on Vehicle Induced Stress HistoryV.G. Rao0S. Talukdar1Department of Civil Engineering, Indian Institute of Technology, Guwahati-781039, IndiaDepartment of Civil Engineering, Indian Institute of Technology, Guwahati-781039, IndiaThe fatigue damage assessment of bridge components by conducting a full scale fatigue testing is often prohibitive. A need, therefore, exists to estimate the fatigue damage in bridge components by a simulation of bridge-vehicle interaction dynamics due to the action of the actual traffic. In the present paper, a systematic method has been outlined to find the fatigue damage in the continuous bridge girder based on stress range frequency histogram and fatigue strength parameters of the bridge materials. Vehicle induced time history of maximum flexural stresses has been obtained by Monte Carlo simulation process and utilized to develop the stress range frequency histogram taking into consideration of the annual traffic volume. The linear damage accumulation theory is then applied to calculate cumulative damage index and fatigue life of the bridge. Effect of the bridge span, pavement condition, increase of vehicle operating speed, weight and suspension characteristics on fatigue life of the bridge have been examined.http://dx.doi.org/10.1155/2003/309413
spellingShingle V.G. Rao
S. Talukdar
Prediction of Fatigue Life of a Continuous Bridge Girder Based on Vehicle Induced Stress History
Shock and Vibration
title Prediction of Fatigue Life of a Continuous Bridge Girder Based on Vehicle Induced Stress History
title_full Prediction of Fatigue Life of a Continuous Bridge Girder Based on Vehicle Induced Stress History
title_fullStr Prediction of Fatigue Life of a Continuous Bridge Girder Based on Vehicle Induced Stress History
title_full_unstemmed Prediction of Fatigue Life of a Continuous Bridge Girder Based on Vehicle Induced Stress History
title_short Prediction of Fatigue Life of a Continuous Bridge Girder Based on Vehicle Induced Stress History
title_sort prediction of fatigue life of a continuous bridge girder based on vehicle induced stress history
url http://dx.doi.org/10.1155/2003/309413
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AT stalukdar predictionoffatiguelifeofacontinuousbridgegirderbasedonvehicleinducedstresshistory