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Long-Term Quantification of Structural Weld Capacity Loss Due to Localised Corrosion

机译:长期定量分析局部腐蚀引起的结构焊接能力损失

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Severe localised corrosion has long been considered the main cause for structural integrity loss of steel assets exposed to aggressive marine environments, particularly as caused by pitting corrosion on or around weld zones. The weld heat affected zones for welds in steel structures are known for their higher rate of localized corrosion. The effects of corrosion losses on the structural reliability of welded mild steel, as commonly used within the offshore industry world-wide, are considered for quantifying the long-term loss of structural capacity. Apart from the expected reduction of capacity due to cross-section loss the results show that structural reliability is sensitive to likely nutrient pollution and macro-galvanic effects within the steel matrix. The possibility of localised corrosion being the result of thermal microstructural gradients produced during the welding process is discussed.
机译:长期以来,严重的局部腐蚀一直被认为是侵蚀性海洋环境下钢铁资产结构完整性损失的主要原因,特别是由于焊接区域上或周围的点蚀引起的腐蚀。钢结构焊接中的焊接热影响区以较高的局部腐蚀率而闻名。腐蚀损耗对世界各地海上工业中常用的焊接低碳钢结构可靠性的影响,被认为是量化结构能力的长期损失的方法。除了预期的由于横截面损失而导致的容量降低外,结果还表明,结构可靠性对可能的养分污染和钢基质内部的宏电效应敏感。讨论了局部腐蚀的可能性是焊接过程中产生的热微结构梯度的结果。

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