Publication detail

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.

Original Title

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

Type

conference paper

Language

English

Original Abstract

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.

Keywords

Stress intensity factor, fatigue crack, Paris-Erdogan law, concrete, FEM, stress ratio

Authors

SEITL, S.; THIENPONT, T.

Released

26. 5. 2016

Location

Ostrava, Česká republika

ISBN

978-80-248-3917-2

Book

Modelování v mechanice 2016

Pages from

1

Pages to

6

Pages count

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"
}