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Detail publikačního výsledku
MALÍKOVÁ, L.; MIARKA, P.
Originální název
Investigations on crack initiation from steel anchors
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
This work is devoted to investigations on concrete cone failures that are typical for cast-in anchors subjected to tensile loading. Numerical simulations were performed to analyze distribution of the tangential stress, especially in the vicinity of the anchor’s corner where the finite element mesh was refined to obtain accurate results. In accordance with the idea of the maximum tangential stress criterion, the direction where the tangential stress reaches its maximum was investigated. Dependences of this angle on the various depths of the anchor’s embedment were analyzed at selected radial distances from the anchor’s corner, which is a significant stress concentrator in the investigated structure. Obtained results were discussed and several conclusions were stated. Further both numerical and experimental research is planned on this kind of structures.
Anglický abstrakt
Klíčová slova
Steel anchors; Concrete cone failure; Finite element method; Maximum tangential stress; Critical distance
Klíčová slova v angličtině
Autoři
Rok RIV
2025
Vydáno
31.12.2024
Nakladatel
Elsevier
Místo
online
Kniha
Procedia Structural Integrity
ISSN
2452-3216
Periodikum
Svazek
66
Stát
Italská republika
Strany od
142
Strany do
147
Strany počet
6
Plný text v Digitální knihovně
http://hdl.handle.net/
BibTex
@inproceedings{BUT193845, author="Lucie {Malíková} and Petr {Miarka}", title="Investigations on crack initiation from steel anchors", booktitle="Procedia Structural Integrity", year="2024", journal="Procedia Structural Integrity", volume="66", pages="142--147", publisher="Elsevier", address="online", doi="10.1016/j.prostr.2024.11.063", issn="2452-3216" }