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SEITL, S. THIENPONT, T.
Originální název
Numerical support for study of stress ratio effect on fatigue crack behaviour in three point bend specimen made from vibrated concrete
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
The fatigue behaviour of concrete has become more important for the design of structures due to more slender/slim structures, which are more sensitive to fatigue loading, or due to wind turbines, which are typically exposed to high-fatigue loading. The fatigue behaviour of concrete was investigated witch respect to the influence of various stress ratios. Pilot analysis of fatigue crack propagation rate in three-point bend specimens made from ordinary vibrated concrete was done.
Klíčová slova
Stress intensity factor, fatigue crack, Paris-Erdogan law, concrete, FEM, stress ratio
Autoři
SEITL, S.; THIENPONT, T.
Vydáno
26. 5. 2016
Místo
Ostrava, Česká republika
ISBN
978-80-248-3917-2
Kniha
Modelování v mechanice 2016
Strany od
1
Strany do
6
Strany počet
BibTex
@inproceedings{BUT127182, author="Stanislav {Seitl} and Thomas {Thienpont}", title="Numerical support for study of stress ratio effect on fatigue crack behaviour in three point bend specimen made from vibrated concrete", booktitle="Modelování v mechanice 2016", year="2016", pages="1--6", address="Ostrava, Česká republika", isbn="978-80-248-3917-2" }