Details
| Original language | English |
|---|---|
| Article number | 1304 |
| Journal | Journal of Marine Science and Engineering |
| Volume | 11 |
| Issue number | 7 |
| Publication status | Published - 27 Jun 2023 |
Abstract
As basements of offshore wind turbines (OWTs) in deep water (>50 m), jacket structures are an economic alternative to monopiles. For this reason, the structural durability of jackets has become more important. In such structures, welded tubular joints are weak points for fatigue design. The harmful effect of tensile residual stresses in welding joints is well known. For these reasons, the residual stresses and the loading stresses of offshore jacket structures were determined by X-ray diffraction (XRD) using a mobile diffractometer. This allows us to directly determine the load stress at the fatigue-critical locations, namely at the weld toe at the testing rig. High tensile residual stresses up to 250 MPa were determined in a welded (and unloaded) condition. At a loaded structure (10,000 load cycles), a lower residual stress level was determined. During loading, a local increase in the stress at the welded joint that is between 1.4 and 4 times higher than the applied nominal stress was determined. Furthermore, it is shown that additional treatment (grinding and clean blasting) influences the local stress state significantly.
Keywords
- fatigue loading, offshore jacket structures, residual stresses, welding joints
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Environmental Science(all)
- Water Science and Technology
- Engineering(all)
- Ocean Engineering
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In: Journal of Marine Science and Engineering, Vol. 11, No. 7, 1304, 27.06.2023.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Determination of Loading and Residual Stresses on Offshore Jacket Structures by X-ray Diffraction
AU - Schubnell, Jan
AU - Carl, Eva
AU - Widerspan, Viktor
AU - Collmann, Mareike
N1 - Funding Information: The specimens used in the residual stress measurements are part of the research project “Innovative design and production concept to increase the lightweight construction potential in steel construction–SmartWeld” funded by the German Federal Ministry for Economic Affairs and Climate Action, grant number 03LB2022E.
PY - 2023/6/27
Y1 - 2023/6/27
N2 - As basements of offshore wind turbines (OWTs) in deep water (>50 m), jacket structures are an economic alternative to monopiles. For this reason, the structural durability of jackets has become more important. In such structures, welded tubular joints are weak points for fatigue design. The harmful effect of tensile residual stresses in welding joints is well known. For these reasons, the residual stresses and the loading stresses of offshore jacket structures were determined by X-ray diffraction (XRD) using a mobile diffractometer. This allows us to directly determine the load stress at the fatigue-critical locations, namely at the weld toe at the testing rig. High tensile residual stresses up to 250 MPa were determined in a welded (and unloaded) condition. At a loaded structure (10,000 load cycles), a lower residual stress level was determined. During loading, a local increase in the stress at the welded joint that is between 1.4 and 4 times higher than the applied nominal stress was determined. Furthermore, it is shown that additional treatment (grinding and clean blasting) influences the local stress state significantly.
AB - As basements of offshore wind turbines (OWTs) in deep water (>50 m), jacket structures are an economic alternative to monopiles. For this reason, the structural durability of jackets has become more important. In such structures, welded tubular joints are weak points for fatigue design. The harmful effect of tensile residual stresses in welding joints is well known. For these reasons, the residual stresses and the loading stresses of offshore jacket structures were determined by X-ray diffraction (XRD) using a mobile diffractometer. This allows us to directly determine the load stress at the fatigue-critical locations, namely at the weld toe at the testing rig. High tensile residual stresses up to 250 MPa were determined in a welded (and unloaded) condition. At a loaded structure (10,000 load cycles), a lower residual stress level was determined. During loading, a local increase in the stress at the welded joint that is between 1.4 and 4 times higher than the applied nominal stress was determined. Furthermore, it is shown that additional treatment (grinding and clean blasting) influences the local stress state significantly.
KW - fatigue loading
KW - offshore jacket structures
KW - residual stresses
KW - welding joints
UR - http://www.scopus.com/inward/record.url?scp=85166203692&partnerID=8YFLogxK
U2 - 10.3390/jmse11071304
DO - 10.3390/jmse11071304
M3 - Article
AN - SCOPUS:85166203692
VL - 11
JO - Journal of Marine Science and Engineering
JF - Journal of Marine Science and Engineering
IS - 7
M1 - 1304
ER -