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  • The performance of orthotropic decks is studied under dynamic loads including the crack propagation, estimation of fatigue life of the bridge elements, etc. It was found that the most vulnerable detail appeared at the spatial connection of the deck with cross and longitudinal beams. The breathing of thin walls can be found in thin planes where the combined shear and bending occurred.
  • The performance of orthotropic decks is studied under dynamic loads including the crack propagation, estimation of fatigue life of the bridge elements, etc. It was found that the most vulnerable detail appeared at the spatial connection of the deck with cross and longitudinal beams. The breathing of thin walls can be found in thin planes where the combined shear and bending occurred. (en)
Title
  • Fatigue problems of steel bridges
  • Fatigue problems of steel bridges (en)
skos:prefLabel
  • Fatigue problems of steel bridges
  • Fatigue problems of steel bridges (en)
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  • RIV/68378297:_____/12:00384554!RIV13-AV0-68378297
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  • I, P(7E08098)
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  • 136246
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  • RIV/68378297:_____/12:00384554
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  • steel bridges; fatigue; S-N curve; orthotropic deck; web breathing (en)
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  • [0D5142479D66]
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  • Las Palmas de Gran Canaria
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  • Stirlingshire
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  • Proceedings of the First International Conference on Railway Technology: Research, Development and Maintenance
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  • Zörnerová, Marie
  • Škaloud, Miroslav
  • Frýba, Ladislav
  • Pirner, Miroš
  • Urushadze, Shota
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number of pages
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  • Civil-Comp Press
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  • 978-1-905088-53-9
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