Abstract
This paper investigates the feasibility of an averaged strain energy density (SED) method for fatigue evaluation of rib-to-deck weld joint in orthotropic steel deck. The effect of weld geometry on fatigue resistance of rib-to-deck joint is evaluated. The analysis results of the presented average SED method are validated against fatigue testing data and compared with the results of the conventional hot-spot stress and effective notch stress methods. A W-N curve is derived using the averaged SED method and used for evaluating the fatigue strength of rib-to-deck welded joints. The averaged SED method is also used to investigate the effect of weld geometrical variables on the fatigue failure mode transition, and the fatigue strength of full-scale orthotropic steel deck specimens. The results indicate that the averaged SED method provides superior ability in evaluating fatigue resistance and failure mode of rib-to-deck welded joint.
| Original language | English |
|---|---|
| Pages (from-to) | 682-694 |
| Number of pages | 13 |
| Journal | Engineering Structures |
| Volume | 177 |
| DOIs | |
| State | Published - 15 Dec 2018 |
Keywords
- Fatigue evaluation
- Fatigue failure mode
- Finite element analysis
- Orthotropic steel deck
- Rib-to-deck welded joint
- Strain energy density
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