Publication result detail

Investigations on concrete cone failure of a cast-in anchor

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

Original Title

Investigations on concrete cone failure of a cast-in anchor

English Title

Investigations on concrete cone failure of a cast-in anchor

Type

Paper in proceedings (conference paper)

Original Abstract

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.

English abstract

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.

Keywords

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

Key words in English

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

Authors

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

RIV year

2026

Released

09.07.2025

Publisher

Elsevier B.V.

Book

Procedia Structural Integrity

Periodical

Procedia Structural Integrity

State

Kingdom of the Netherlands

Pages from

225

Pages to

230

Pages count

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"
}