Damage Assessment of Steel Bridge Members by Fatigue Vulnerability Considering Corrosion and Traffic Variation with Time

The fatigue vulnerability estimation method including the effects induced by the corrosion rate and the traffic variation with time has been proposed to evaluate the reduction of fatigue strength in steel bridge members. A fatigue limit state function considering corrosion and traffic variation is e...

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Veröffentlicht in:	Key engineering materials 2007-09, Vol.348-349, p.125-128
Hauptverfasser:	Kim, Dong Jo, Lee, Hyeong Cheol, Lee, Sang Ho, Kim, Hyo Jin
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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