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Detail publikačního výsledku
MALÍKOVÁ, L.; MIARKA, P.; SEITL, S.
Originální název
Short fatigue crack behavior under various level of mixed-mode
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
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.
Anglický abstrakt
Klíčová slova
Anchors; concrete; stress intensity factor; fracture behavior; stress distribution; critical distance
Klíčová slova v angličtině
Autoři
Rok RIV
2025
Vydáno
18.10.2024
Nakladatel
IOS Press
Místo
online
Kniha
Advances in Transdicsciplinary Engineering series
ISSN
2352-7528
Periodikum
Svazek
59
Stát
Nizozemsko
Strany od
160
Strany do
166
Strany počet
7
URL
https://ebooks.iospress.nl/ISBN/978-1-64368-547-2
Plný text v Digitální knihovně
http://hdl.handle.net/11012/250765
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="160--166", publisher="IOS Press", address="online", doi="10.3233/ATDE240540", issn="2352-7528", url="https://ebooks.iospress.nl/ISBN/978-1-64368-547-2" }
Dokumenty
ATDE-59-ATDE240540