Detail publikace

Numerical support for study of stress ratio effect on fatigue crack behaviour in three point bend specimen made from vibrated concrete

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

6

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"
}