Abstract:
A new fatigue model is presented to predict life of steel bridges for combined high and low cycle fatigue. It consists of
a modified strain-life curve and a new strain based damage index. The damage variable is based on a modified von
Mises equivalent strain to account for effects of loading non-proportionality and strain path orientation in multiaxial
stress state. The proposed model was verified with experimental test results of two materials, available in the literature.
Then, the proposed model was applied to a wrought iron railway bridge to estimate the fatigue life due to usual traffic
and earthquake loadings. The obtained results confirm the importance and effectiveness of the proposed model over
commonly used Miner’s rule based life prediction of steel bridges.
