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Fatigue life assessment of offshore wind support structures in the presence of corrosion pits
https://orcid.org/0000-0002-7099-7956
Abstract Offshore wind turbine support structures, which connect the wind turbine transition piece and/or tower to the seabed, are located below the sea level and are in direct contact with seawater during the entire lifespan; therefore, they are highly susceptible to corrosion damage and cracking. In particular, the pitting corrosion is very crucial in these support structures, as it leads to local stress concentrations and thus affects the fatigue life. Although corrosion protection mechanisms are commonly implemented in offshore wind turbines, they have a finite life and therefore corrosion damage cannot be completely avoided during the entire life cycle, and this can lead to pitting corrosion on the steel surface. This paper aims to investigate the impact of pitting corrosion on fatigue durability of steel structures by performing tests on lab-scale coupons, made of S355 structural steel which is widely employed in fabrication of offshore wind support structures. For this purpose, cross-weld uniaxial samples were initially exposed to seawater for different time durations and then tested under cyclic loading condition. Furthermore, the durability analysis of corroded samples was carried out using a modified NASGRO equation. The results show that the pitting corrosion significantly reduces the fatigue life, and its level of life reduction is strongly dependent on the seawater exposure time. Moreover, the results show that employment of a linear trend for lower stress ranges would result in significant underprediction of the fatigue life, hence over-conservatism in the design life, at longer seawater exposure times.
Highlights Pitting corrosion significantly decreases the fatigue life of offshore structures Fatigue life reduction increases by increasing the seawater exposure time Indicative fatigue endurance limit decreases as seawater exposure time increases Linear and non-linear trends observed at high and low stresses, respectively Durability of the corroded material was predicted using fracture mechanics
Fatigue life assessment of offshore wind support structures in the presence of corrosion pits
https://orcid.org/0000-0002-7099-7956
Abstract Offshore wind turbine support structures, which connect the wind turbine transition piece and/or tower to the seabed, are located below the sea level and are in direct contact with seawater during the entire lifespan; therefore, they are highly susceptible to corrosion damage and cracking. In particular, the pitting corrosion is very crucial in these support structures, as it leads to local stress concentrations and thus affects the fatigue life. Although corrosion protection mechanisms are commonly implemented in offshore wind turbines, they have a finite life and therefore corrosion damage cannot be completely avoided during the entire life cycle, and this can lead to pitting corrosion on the steel surface. This paper aims to investigate the impact of pitting corrosion on fatigue durability of steel structures by performing tests on lab-scale coupons, made of S355 structural steel which is widely employed in fabrication of offshore wind support structures. For this purpose, cross-weld uniaxial samples were initially exposed to seawater for different time durations and then tested under cyclic loading condition. Furthermore, the durability analysis of corroded samples was carried out using a modified NASGRO equation. The results show that the pitting corrosion significantly reduces the fatigue life, and its level of life reduction is strongly dependent on the seawater exposure time. Moreover, the results show that employment of a linear trend for lower stress ranges would result in significant underprediction of the fatigue life, hence over-conservatism in the design life, at longer seawater exposure times.
Highlights Pitting corrosion significantly decreases the fatigue life of offshore structures Fatigue life reduction increases by increasing the seawater exposure time Indicative fatigue endurance limit decreases as seawater exposure time increases Linear and non-linear trends observed at high and low stresses, respectively Durability of the corroded material was predicted using fracture mechanics
Fatigue life assessment of offshore wind support structures in the presence of corrosion pits
https://orcid.org/0000-0002-7099-7956
Abstract Offshore wind turbine support structures, which connect the wind turbine transition piece and/or tower to the seabed, are located below the sea level and are in direct contact with seawater during the entire lifespan; therefore, they are highly susceptible to corrosion damage and cracking. In particular, the pitting corrosion is very crucial in these support structures, as it leads to local stress concentrations and thus affects the fatigue life. Although corrosion protection mechanisms are commonly implemented in offshore wind turbines, they have a finite life and therefore corrosion damage cannot be completely avoided during the entire life cycle, and this can lead to pitting corrosion on the steel surface. This paper aims to investigate the impact of pitting corrosion on fatigue durability of steel structures by performing tests on lab-scale coupons, made of S355 structural steel which is widely employed in fabrication of offshore wind support structures. For this purpose, cross-weld uniaxial samples were initially exposed to seawater for different time durations and then tested under cyclic loading condition. Furthermore, the durability analysis of corroded samples was carried out using a modified NASGRO equation. The results show that the pitting corrosion significantly reduces the fatigue life, and its level of life reduction is strongly dependent on the seawater exposure time. Moreover, the results show that employment of a linear trend for lower stress ranges would result in significant underprediction of the fatigue life, hence over-conservatism in the design life, at longer seawater exposure times.
Highlights Pitting corrosion significantly decreases the fatigue life of offshore structures Fatigue life reduction increases by increasing the seawater exposure time Indicative fatigue endurance limit decreases as seawater exposure time increases Linear and non-linear trends observed at high and low stresses, respectively Durability of the corroded material was predicted using fracture mechanics
Fatigue life assessment of offshore wind support structures in the presence of corrosion pits
Shamir, Muhammad (author) / Braithwaite, Jarryd (author) / Mehmanparast, Ali (author)
Marine Structures ; 92
2023-08-07
Article (Journal)
Electronic Resource
English
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