Study of Threshold Stress Intensity Factor and Fatigue Limit for through Crack in Infinite Plate and Semi-Elliptical Surface Crack in Finite Plate

Park, Hwan-Seong; Kim, Min-Heon; Nam, Ki-Woo

doi:10.3795/ksme-a.2021.45.2.133

KSME-A

2021

DOI: 10.3795/ksme-a.2021.45.2.133

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Study of Threshold Stress Intensity Factor and Fatigue Limit for through Crack in Infinite Plate and Semi-Elliptical Surface Crack in Finite Plate

Hwan-Seong Park¹,

Min-Heon Kim²,

Ki-Woo Nam³

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“…In particular, Ando et al proposed an evaluation equation that depends on the crack size, considering the peculiar plastic behavior and stress ratio of fatigue in high-strength steels. This equation can be used to evaluate the fatigue limit and the threshold stress intensity factor of microcracks in high-strength steels (Ando et al, 2020;Ando et al, 2021;Park et al, 2020;Park et al, 2021;Kim et al, 2020).…”

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Reliability Improvement of Offshore Structural Steel F690 Using Surface Crack Nondamaging Technology

Lee¹,

Kim

et al. 2021

J. Ocean Eng. Technol.

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Offshore construction generally refers to the installation of structures and facilities in the marine environment for the production and transportation of electricity, petroleum, gas, and other resources.The shipbuilding industry is growing globally owing to the increasing freight volume, and drilling rigs are also actively being constructed for the development of marine resources (Lee et al., 2011;Song et al., 2013;Kim and Kim, 2018). High-strength steels are used to construct these offshore structures as they are becoming increasingly large and the environments in which they are used are becoming increasingly harsh. However, the possibility of microcracks developing in high-strength steels is high in harsh environments (variable load action), and cracks that have formed can grow rapidly. Microcracks can develop when processing materials and when transporting and installing these structures. To ensure the safety and reliability of offshore structures, initial defects that lead to microcracking should be rendered harmless.Recently, many researchers have been actively attempting to render cracks harmless using peening. Peening effectively induces a compressive residual stress in high-strength steel (Al-Hassani, 1982;Al-Obaid, 1990;Harada et al., 2007) and increases its fatigue life and strength (Lee and Kim, 1997;Benedetti et al., 2002). As the heat-affected zone of welds is prone to cracking, studies have been conducted on improving fatigue life and rendering cracks harmless by peening the weld toe (Houjou et al., 2013a;Fueki et al., 2015;. Furthermore, studies simulating the behavior of steels with existing microcracks have been conducted to investigate the use of peening to render cracks harmless (Takahashi et al., 2012;Houjou et al., 2013b). A crack is determined to be harmless using the relationship

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confidence: 99%

Reliability Improvement of Offshore Structural Steel F690 Using Surface Crack Nondamaging Technology

Lee¹,

Kim

et al. 2021

J. Ocean Eng. Technol.

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Study of Threshold Stress Intensity Factor and Fatigue Limit for through Crack in Infinite Plate and Semi-Elliptical Surface Crack in Finite Plate

Cited by 1 publication

References 0 publications

Reliability Improvement of Offshore Structural Steel F690 Using Surface Crack Nondamaging Technology

Reliability Improvement of Offshore Structural Steel F690 Using Surface Crack Nondamaging Technology

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