Parametric study on the effect of anchor's geometry on the stress distribution and crack initiation direction in a concrete body.
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| Title: | Parametric study on the effect of anchor's geometry on the stress distribution and crack initiation direction in a concrete body. |
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| Authors: | Malíková, Lucie1 lucie.malikova@vut.cz, Miarka, Petr1 miarka@ipm.cz |
| Source: | Fracture & Structural Integrity. Jul2025, Issue 73, p131-138. 8p. |
| Subjects: | Continuum damage mechanics, Plastic analysis (Engineering), Concrete construction, Discrete element method, Concrete beams, Cohesive strength (Mechanics), Cracking of concrete |
| Abstract: | The article focuses on a parametric study examining how the geometry of steel anchors affects stress distribution and crack initiation in concrete. It highlights the significance of anchor design in structural integrity, particularly addressing concrete cone failure, which is a brittle failure mode associated with anchors under tensile loading. The study employs the finite element method to analyze tangential stress around the anchor and finds that deeper embedment and larger outer radii of anchors lead to a flatter crack propagation angle, enhancing the system's resistance to failure. The findings suggest that these geometric factors should be considered in the design and assessment of anchor-concrete systems. [Extracted from the article] |
| Copyright of Fracture & Structural Integrity is the property of Gruppo Italiano Frattura and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Links: – Type: pdflink Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 186124664 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Parametric study on the effect of anchor's geometry on the stress distribution and crack initiation direction in a concrete body. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Malíková%2C+Lucie%22">Malíková, Lucie</searchLink><relatesTo>1</relatesTo><i> lucie.malikova@vut.cz</i><br /><searchLink fieldCode="AR" term="%22Miarka%2C+Petr%22">Miarka, Petr</searchLink><relatesTo>1</relatesTo><i> miarka@ipm.cz</i> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22Fracture+%26+Structural+Integrity%22">Fracture & Structural Integrity</searchLink>. Jul2025, Issue 73, p131-138. 8p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Continuum+damage+mechanics%22">Continuum damage mechanics</searchLink><br /><searchLink fieldCode="DE" term="%22Plastic+analysis+%28Engineering%29%22">Plastic analysis (Engineering)</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+construction%22">Concrete construction</searchLink><br /><searchLink fieldCode="DE" term="%22Discrete+element+method%22">Discrete element method</searchLink><br /><searchLink fieldCode="DE" term="%22Concrete+beams%22">Concrete beams</searchLink><br /><searchLink fieldCode="DE" term="%22Cohesive+strength+%28Mechanics%29%22">Cohesive strength (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Cracking+of+concrete%22">Cracking of concrete</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: The article focuses on a parametric study examining how the geometry of steel anchors affects stress distribution and crack initiation in concrete. It highlights the significance of anchor design in structural integrity, particularly addressing concrete cone failure, which is a brittle failure mode associated with anchors under tensile loading. The study employs the finite element method to analyze tangential stress around the anchor and finds that deeper embedment and larger outer radii of anchors lead to a flatter crack propagation angle, enhancing the system's resistance to failure. The findings suggest that these geometric factors should be considered in the design and assessment of anchor-concrete systems. [Extracted from the article] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of Fracture & Structural Integrity is the property of Gruppo Italiano Frattura and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Identifiers: – Type: doi Value: 10.3221/IGF-ESIS.73.09 Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 8 StartPage: 131 Subjects: – SubjectFull: Continuum damage mechanics Type: general – SubjectFull: Plastic analysis (Engineering) Type: general – SubjectFull: Concrete construction Type: general – SubjectFull: Discrete element method Type: general – SubjectFull: Concrete beams Type: general – SubjectFull: Cohesive strength (Mechanics) Type: general – SubjectFull: Cracking of concrete Type: general Titles: – TitleFull: Parametric study on the effect of anchor's geometry on the stress distribution and crack initiation direction in a concrete body. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Malíková, Lucie – PersonEntity: Name: NameFull: Miarka, Petr IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 07 Text: Jul2025 Type: published Y: 2025 Identifiers: – Type: issn-print Value: 19718993 Numbering: – Type: issue Value: 73 Titles: – TitleFull: Fracture & Structural Integrity Type: main |
| ResultId | 1 |
