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MALÍKOVÁ, L. DOUBEK, P. JUHÁSZOVÁ, T. KLUSÁK, J. SEITL, S.
Original Title
Interaction of a fatigue crack and a corrosion dimple in a high-strength steel specimen
Type
conference paper
Language
English
Original Abstract
Both corrosion and fatigue crack propagation are the most common phenomena degrading metal/steel structures. Therefore, an extensive study is performed on this topic. Namely, results of a numerical analysis made on 2D model of a rectangular specimen containing a corrosion pit near a short edge crack that is arbitrarily oriented towards the cyclic tensile loading. Thus, I+II mixed mode conditions are created and the behavior of the crack is investigated by means of the concept of the equivalent stress intensity factor range. Discussion on effect of various parameters (such as crack length, corrosion pit size, crack inclination angle) on fatigue crack propagation is presented and important conclusions, that can help in further numerical/experimental analyses, are summarized.
Keywords
High-strength steel; finite element analysis; crack behaviour; corrosion
Authors
MALÍKOVÁ, L.; DOUBEK, P.; JUHÁSZOVÁ, T.; KLUSÁK, J.; SEITL, S.
Released
31. 12. 2022
Publisher
Elsevier
Location
online
ISBN
2452-3216
Periodical
Procedia Structural Integrity
Year of study
42
Number
1
State
Republic of Italy
Pages from
1082
Pages to
1089
Pages count
8
URL
https://www.sciencedirect.com/science/article/pii/S2452321622006941
BibTex
@inproceedings{BUT180827, author="Lucie {Malíková} and Pavel {Doubek} and Tereza {Juhászová} and Jan {Klusák} and Stanislav {Seitl}", title="Interaction of a fatigue crack and a corrosion dimple in a high-strength steel specimen", booktitle="Procedia of Structural Integrity", year="2022", journal="Procedia Structural Integrity", volume="42", number="1", pages="1082--1089", publisher="Elsevier", address="online", doi="10.1016/j.prostr.2022.12.137", issn="2452-3216", url="https://www.sciencedirect.com/science/article/pii/S2452321622006941" }