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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
English Title
Type
Paper in proceedings (conference paper)
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.
English abstract
Keywords
Stress intensity factor, fatigue crack, Paris-Erdogan law, concrete, FEM, stress ratio
Key words in English
Authors
RIV year
2017
Released
26.05.2016
Location
Ostrava, Česká republika
ISBN
978-80-248-3917-2
Book
Modelování v mechanice 2016
Pages from
1
Pages to
6
Pages count
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" }