EventsThe Eighteenth International Conference of Experimental Mechanics
Published
This submission belongs to the session ICEM. ICEM 2018 of the event The Eighteenth International Conference of Experimental Mechanics
Published date
19 Jun, 2018
Citation
Petr Miarka, Stanislav Seitl, Pavel Pokorný, Stanislava Fintová, Jan Klusák, 487 Influence of Micro-structure on the Fatigue Crack Propagation in Bridge Steel, in Proceedings of The Eighteenth International Conference of Experimental Mechanics, Brussels, 1 July–5 July 2018, MDPI: Basel, Switzerland, doi: 10.3390/ICEM18-05373
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487 Influence of Micro-structure on the Fatigue Crack Propagation in Bridge Steel

Petr Miarka 1,2
1. Institute of Physics of Materials, Academy of Science of the Czech Republic, Brno 616 62, Czech Republic
2. Faculty of Civil Engineering, Brno University of Technology, Brno 602 00, Czech Republic
Abstract

The use of high strength steels (HSS) allows designing lighter, slenderer and simpler structures with high structural performance. In general, the use of HSS leads to weight reduction of the whole structure, which compensates the higher cost of such a material comparing to the conventional construction steels. Knowledge of the fatigue resistance of material plays the key role during design and maintenance of the bridge structures. This contribution brings a comparison of the fatigue crack growth resistance of S355 J0 steel. Differences in microstructure and the texture of material structure could generally play a role in the fatigue crack growth. This study shows that in the case of studied steel texture of material structure has an influence on material fatigue behavior in Paris’ law regime.

Keywords
Bridge steel
Paris’ law
Microstructure
Stress intensity factor
Fatigue properties
S355 J0
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