Detail publikačního výsledku

Investigations on crack initiation from steel anchors

MALÍKOVÁ, L.; MIARKA, P.

Originální název

Investigations on crack initiation from steel anchors

Anglický název

Investigations on crack initiation from steel anchors

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

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.

Klíčová slova

Steel anchors; Concrete cone failure; Finite element method; Maximum tangential stress; Critical distance

Klíčová slova v angličtině

Steel anchors; Concrete cone failure; Finite element method; Maximum tangential stress; Critical distance

Autoři

MALÍKOVÁ, L.; MIARKA, P.

Rok RIV

2025

Vydáno

31.12.2024

Nakladatel

Elsevier

Místo

online

Kniha

Procedia Structural Integrity

ISSN

2452-3216

Periodikum

Procedia Structural Integrity

Svazek

66

Stát

Italská republika

Strany od

142

Strany do

147

Strany počet

6

Plný text v Digitální knihovně

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"
}