Detail publikace
Short fatigue crack behavior under various level of mixed-mode
MALÍKOVÁ, L. MIARKA, P. SEITL, S.
Originální název
Short fatigue crack behavior under various level of mixed-mode
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
In this work, results of a numerical parametric analysis are presented in order to compare them with experimentally observed concrete cone failure features. Such a kind of failure is typical for cast-in steel anchors embedded in concrete substrates. Thus, numerical simulations via finite element method have been performed in order to investigate basic fracture parameters for specimens with a short fatigue crack and stress distribution for specimens without any crack. Several parameters were varied and their effect on the stress intensity factors or distribution of stress tensor components around the anchor corner were studied and discussed. Slight differences between the average angle typical for concrete cone failure observed experimentally and numerical results were found out and thus, more complex numerical simulations shall be recommended.
Klíčová slova
Anchors; concrete; stress intensity factor; fracture behavior; stress distribution; critical distance
Autoři
MALÍKOVÁ, L.; MIARKA, P.; SEITL, S.
Vydáno
18. 10. 2024
Nakladatel
IOS Press
Místo
online
ISSN
2352-7528
Periodikum
Advances in Transdicsciplinary Engineering series
Ročník
59
Stát
Nizozemsko
Strany od
160
Strany do
166
Strany počet
7
URL
Plný text v Digitální knihovně
BibTex
@inproceedings{BUT190114,
author="Lucie {Malíková} and Petr {Miarka} and Stanislav {Seitl}",
title="Short fatigue crack behavior under various level of mixed-mode",
booktitle="Advances in Transdicsciplinary Engineering series",
year="2024",
journal="Advances in Transdicsciplinary Engineering series",
volume="59",
pages="7",
publisher="IOS Press",
address="online",
doi="10.3233/ATDE240540",
issn="2352-7528",
url="https://ebooks.iospress.nl/ISBN/978-1-64368-547-2"
}