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Residual compressive strength of inclined steel tubular members with local corrosion
Affiliation:1. Department of Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang 212003, China;2. Southampton Marine and Maritime Institute, University of Southampton, Boldrewood Innovation Campus, Southampton SO16 7QF, UK;3. Fluid Structure Interactions Group, University of Southampton, Boldrewood Innovation Campus, Southampton SO16 7QF, UK
Abstract:In jacket-type offshore structures, corrosion damage affects the structural performance under compressive loading, which is created by the working and design loads of the main system. In this study, the effects of corrosion damage on the compressive structural behavior and strength of steel tubular members were investigated. Artificial corrosion damage was applied to the tubular specimens via mechanical processing and hand drilling to replicate the inclined nature of jacket-type offshore structures. The damage was applied to either half or all of the circumference of the specimens. The compressive failure modes of the artificially corroded tubular members were affected by the corrosion conditions. The compressive strengths were also affected by the level of corrosion. From the results of this study, the residual compressive strengths of corroded tubular steel members can be estimated based on the condition of the damaged sectional areas.
Keywords:Inclined steel tubular member  Inclined corrosion damage  Local buckling strength  Compressive loading
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