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- W804545782 abstract "Steel orthotropic decks are sensitive to stiffener- to-deckplate fatigue. Larger traffic volumes and concentrated wheel loads contri bute to this phenomenon. Traditionally, the effect of the wearing courses is taken into account through load dispersal under 45° reducing the stress at the deck plate surface. However for asphalt surfacings this effect is small. A more reliable so lution could be present if a structural cooperation were present between the deck and the s urfacing. In this paper, the results are presented from a study of various alternatives for a lightweight bridge surfacing contributing to fatigue reduction at the stiffener- to-deckplate intersection. Asphalt, neoprene and composite layers are considered as wel l as honeycomb sandwich panels. The effect of the solutions is measured by strain g auges on an orthotropic bridge prior to the final surfacing installation. The results are c ompared with conclusions derived from a finite element model and indicate that depending on the type of layer, a 20 to 30 % reduction of stresses is possible, resulting in a 3 to 5 times longer fatigue life, without increasing the deck weight." @default.
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- W804545782 date "2008-01-01" @default.
- W804545782 modified "2023-09-28" @default.
- W804545782 title "Alternatives for bridge surfacings with orthotropic plated deck: a fatigue point of view" @default.
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