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- W749315362 abstract "A method for assessing fatigue vulnerability of steel bridge members considering corrosion and truck traffic variation with time is proposed to evaluate the reduction of fatigue strength in steel bridge members. A fatigue limit state function including corrosion and traffic variation effect is established. The interaction between the average corrosion depth and the fatigue strength reduction factor is applied to the limit state function as the reduction term of strength. Three types of truck traffic change is modeled for representing real traffic change trend. Monte-Carlo simulation method is used for reliability analysis which provides the data to obtain fatigue vulnerability curves. The estimation method proposed was verified by comparing with the results of reference study and applying to the steel bridges in service." @default.
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- W749315362 date "2007-01-01" @default.
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- W749315362 title "Damage Estimation of Steel Bridge Members by Fatigue Vulnerability Curves Considering Deterioration due to Corrosion with Time" @default.
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