Detail publikačního výsledku

Investigations on concrete cone failure of a cast-in anchor

MALÍKOVÁ, L.; MIARKA, P.; AL KHAZALI, M.; SEITL, S.

Originální název

Investigations on concrete cone failure of a cast-in anchor

Anglický název

Investigations on concrete cone failure of a cast-in anchor

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

This paper contains results of a parametrical numerical study performed on an anchor/concrete system. Steel anchors subjected to tensile loading exhibit often so-called concrete cone failure and thus, investigations of this phenomenon are included in this paper. Maximum tangential stress distribution was investigated in the vicinity of a steel anchor embedded in a cylindrical concrete specimen. Finite element analysis enabled to analyze the dependence of both this value and the angle where it occurs on selected parameters, particularly the thickness of the anchor's basement and the radial distance selected for the investigations. Results and their discussion are presented within this work as a part of an extensive research project on concrete materials and structures.

Anglický abstrakt

This paper contains results of a parametrical numerical study performed on an anchor/concrete system. Steel anchors subjected to tensile loading exhibit often so-called concrete cone failure and thus, investigations of this phenomenon are included in this paper. Maximum tangential stress distribution was investigated in the vicinity of a steel anchor embedded in a cylindrical concrete specimen. Finite element analysis enabled to analyze the dependence of both this value and the angle where it occurs on selected parameters, particularly the thickness of the anchor's basement and the radial distance selected for the investigations. Results and their discussion are presented within this work as a part of an extensive research project on concrete materials and structures.

Klíčová slova

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

Klíčová slova v angličtině

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

Autoři

MALÍKOVÁ, L.; MIARKA, P.; AL KHAZALI, M.; SEITL, S.

Vydáno

09.07.2025

Nakladatel

Elsevier B.V.

Kniha

Procedia Structural Integrity

Periodikum

Procedia Structural Integrity

Stát

Nizozemsko

Strany od

225

Strany do

230

Strany počet

6

URL

https://pdf.sciencedirectassets.com/314029/1-s2.0-S2452321625X00032/1-s2.0-S2452321625000472/main.pdf?X-Amz-Security-Token=IQoJb3JpZ2luX2VjEI%2F%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FwEaCXVzLWVhc3QtMSJIMEYCIQCVbR%2BU2c2NPgpNGVr12hwUpxQZbE4HhJEPtRwG72Y3%2FAIhAL3GWl2ByoG%2Bkwaygx6wzxV10BVpzybkdOHTieCc6qnsKrMFCFgQBRoMMDU5MDAzNTQ2ODY1IgyAdnh%2BVncsUBxJyQ0qkAXttCLCkQnnDIUlVEXAShj358YgcKnUUtC5OiSYHRqAhrezYs3SyDVzrXCelvJnoCfN39cUI%2BuiJkegWiZXg8qRONwhRJhchWZ9984vV25o2QTpdSjz7moYC0uUzVcmjOWjRGuz1WTuLf4jejoLHm%2BW0NbLxORM%2BM3MHcb%2FkstuqxhMql%2B2rXNY%2ByG7OTMnsHnwhhzAJwNSWa%2BT0xHzk59TAv2qqpT9MuBfQ5ffgJbcPAjPnchbAW6dj96kVR%2BiA2JD95jWhiOYVjGHgzC3CyPpQrOHyBjrCdjRg6EKXIdpSQFWg%2FaXsLoCoFsMdUrh7kalUdaQXZ%2BHcvgOmXgwG6NrpCGySE2CVuDozd9wAwp%2BkY2v1%2FwaEfD%2BX6SmFF5%2FabOfuwR%2Ben0HWvLOtq5dfeUqmM2egyFGwXvXTOrjZzsBokUxOv6zGBhVV80MwLZpElk0sZrdUUEnz8Px0N7u%2F3N8hjYscxQtsIu24y7zcTtJQQOr1MAIvEZoO93w22qE5vl6iyftPNTuR9SBjXS7BP0%2F%2FpciyKT3De%2FJ2uRELuYGI8wOUvBOZ%2FDkR3oRxoHNVwKJmKwP3K9t6YB9f8vEPH7dC5HIzMveEVZKr5G01jpt5we2d6YUfkjdnSJwe4QS10A6tptn9rF6aibwMcGgCARaK5RrznJmsm3zWofFDi2QvH7FwwlQ%2F909WMRLO%2BWiKJfRz10MCx6OXslPz2fX7XD4HFivtJ%2Bg6zoURtkqjoGdfnGGYG8l2aG3cSeyR8IrVxJSLsvi8iaZrDsyPmjncWg8Gvmqfi1O1Fof4K1YA15jHylfbzUQAHKOnPs%2BHzezEYXY6JwyJe4MEqxwvMK%2Brvpvk2ziuXXCt7lU23cdTrkRzzCI5ZHJBjqwASZpP6n4nNLxghAyl6Cox2CB6qfmtwbpUEjzgUFLEIvV55c9HtPzzV69ekzzDPRWcrbuuVQqRN3mw41OZnjTAXUY5QaxZ1iGTb%2BH4ybNZ4jYSZUaUZmFkFe8x6IzOVRir74HdQA7eRmoxsAC4MO2CB0qVIk1T5xxWPwfh9UqsFD5OXjEPmN2XSufRdq3Q99PZLWV3sQjBTmREPHj4RLALcXPDRWLsWlgTKQ5M2VA6aIb&X-Amz-Algorithm=AWS4-HMAC-SHA256&X-Amz-Date=20251124T154602Z&X-Amz-SignedHeaders=host&X-Amz-Expires=300&X-Amz-Credential=ASIAQ3PHCVTY55X6QJ36%2F20251124%2Fus-east-1%2Fs3%2Faws4_request&X-Amz-Signature=965ae5195dba1535eedd34e4168aaed254cae7d215e29dca131545f285d69208&hash=defd5976bc700be595a16274ee904ab2c9b22167846dad25df4d6d9fc8c11231&host=68042c943591013ac2b2430a89b270f6af2c76d8dfd086a07176afe7c76c2c61&pii=S2452321625000472&tid=spdf-cf513986-37f5-4de5-86ab-d3d78d13f092&sid=525a5a351513b24d269ad8c5fd5d3759bb9dgxrqb&type=client&tsoh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&rh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&ua=191c5f055102505f5203&rr=9a3a096f6d2cb383&cc=cz

BibTex

@inproceedings{BUT199563,
  author="Lucie {Malíková} and Petr {Miarka} and Mohammad Sami {Al Khazali} and Stanislav {Seitl}",
  title="Investigations on concrete cone failure of a cast-in anchor",
  booktitle="Procedia Structural Integrity",
  year="2025",
  journal="Procedia Structural Integrity",
  pages="225--230",
  publisher="Elsevier B.V.",
  doi="10.1016/j.prostr.2025.06.046",
  url="https://pdf.sciencedirectassets.com/314029/1-s2.0-S2452321625X00032/1-s2.0-S2452321625000472/main.pdf?X-Amz-Security-Token=IQoJb3JpZ2luX2VjEI%2F%2F%2F%2F%2F%2F%2F%2F%2F%2F%2FwEaCXVzLWVhc3QtMSJIMEYCIQCVbR%2BU2c2NPgpNGVr12hwUpxQZbE4HhJEPtRwG72Y3%2FAIhAL3GWl2ByoG%2Bkwaygx6wzxV10BVpzybkdOHTieCc6qnsKrMFCFgQBRoMMDU5MDAzNTQ2ODY1IgyAdnh%2BVncsUBxJyQ0qkAXttCLCkQnnDIUlVEXAShj358YgcKnUUtC5OiSYHRqAhrezYs3SyDVzrXCelvJnoCfN39cUI%2BuiJkegWiZXg8qRONwhRJhchWZ9984vV25o2QTpdSjz7moYC0uUzVcmjOWjRGuz1WTuLf4jejoLHm%2BW0NbLxORM%2BM3MHcb%2FkstuqxhMql%2B2rXNY%2ByG7OTMnsHnwhhzAJwNSWa%2BT0xHzk59TAv2qqpT9MuBfQ5ffgJbcPAjPnchbAW6dj96kVR%2BiA2JD95jWhiOYVjGHgzC3CyPpQrOHyBjrCdjRg6EKXIdpSQFWg%2FaXsLoCoFsMdUrh7kalUdaQXZ%2BHcvgOmXgwG6NrpCGySE2CVuDozd9wAwp%2BkY2v1%2FwaEfD%2BX6SmFF5%2FabOfuwR%2Ben0HWvLOtq5dfeUqmM2egyFGwXvXTOrjZzsBokUxOv6zGBhVV80MwLZpElk0sZrdUUEnz8Px0N7u%2F3N8hjYscxQtsIu24y7zcTtJQQOr1MAIvEZoO93w22qE5vl6iyftPNTuR9SBjXS7BP0%2F%2FpciyKT3De%2FJ2uRELuYGI8wOUvBOZ%2FDkR3oRxoHNVwKJmKwP3K9t6YB9f8vEPH7dC5HIzMveEVZKr5G01jpt5we2d6YUfkjdnSJwe4QS10A6tptn9rF6aibwMcGgCARaK5RrznJmsm3zWofFDi2QvH7FwwlQ%2F909WMRLO%2BWiKJfRz10MCx6OXslPz2fX7XD4HFivtJ%2Bg6zoURtkqjoGdfnGGYG8l2aG3cSeyR8IrVxJSLsvi8iaZrDsyPmjncWg8Gvmqfi1O1Fof4K1YA15jHylfbzUQAHKOnPs%2BHzezEYXY6JwyJe4MEqxwvMK%2Brvpvk2ziuXXCt7lU23cdTrkRzzCI5ZHJBjqwASZpP6n4nNLxghAyl6Cox2CB6qfmtwbpUEjzgUFLEIvV55c9HtPzzV69ekzzDPRWcrbuuVQqRN3mw41OZnjTAXUY5QaxZ1iGTb%2BH4ybNZ4jYSZUaUZmFkFe8x6IzOVRir74HdQA7eRmoxsAC4MO2CB0qVIk1T5xxWPwfh9UqsFD5OXjEPmN2XSufRdq3Q99PZLWV3sQjBTmREPHj4RLALcXPDRWLsWlgTKQ5M2VA6aIb&X-Amz-Algorithm=AWS4-HMAC-SHA256&X-Amz-Date=20251124T154602Z&X-Amz-SignedHeaders=host&X-Amz-Expires=300&X-Amz-Credential=ASIAQ3PHCVTY55X6QJ36%2F20251124%2Fus-east-1%2Fs3%2Faws4_request&X-Amz-Signature=965ae5195dba1535eedd34e4168aaed254cae7d215e29dca131545f285d69208&hash=defd5976bc700be595a16274ee904ab2c9b22167846dad25df4d6d9fc8c11231&host=68042c943591013ac2b2430a89b270f6af2c76d8dfd086a07176afe7c76c2c61&pii=S2452321625000472&tid=spdf-cf513986-37f5-4de5-86ab-d3d78d13f092&sid=525a5a351513b24d269ad8c5fd5d3759bb9dgxrqb&type=client&tsoh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&rh=d3d3LnNjaWVuY2VkaXJlY3QuY29t&ua=191c5f055102505f5203&rr=9a3a096f6d2cb383&cc=cz"
}