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Corrosion fatigue crack growth mechanisms in offshore monopile steel weldments

机译:海上单桩钢焊件腐蚀疲劳裂纹扩展机理

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摘要

Offshore structures are generally fabricated of welded joints, which are considered as potential spots for crack initiation owing to the degree of stress concentrations imposed by the weld geometry and the effects of residual stresses introduced by welding processes. There are significant numbers of the current and anticipated offshore installations coupled with the use of newer materials and fabrication techniques. It is therefore important to understand the crack growth mechanisms in these structures accompanied with the effects of mean or residual stresses for a safe estimation of their service lives. In this paper, crack growth results of HAZ and weld materials similar to those used for offshore installations are presented. Tests were conducted in air and in simulated free-corrosion conditions at loading frequencies of 0.3 Hz in seawater, 5 Hz in air and at loading ratios of 0.1, 0.5 and 0.7. Results showed that crack growth rates were influenced by mean stresses, materials microstructure accompanied by welding procedure and environment. Crack growth results showed good agreement when compared with those obtained from other steels used for offshore structures.
机译:海上结构通常由焊接接头制成,由于焊接几何形状施加的应力集中程度和焊接工艺引入的残余应力的影响,海上接头被认为是潜在的裂纹萌生点。当前和预期的海上安装数量众多,同时使用更新的材料和制造技术。因此,重要的是要了解这些结构中的裂纹扩展机理以及平均应力或残余应力的影响,以安全地估计其使用寿命。本文介绍了热影响区和焊接材料的裂纹扩展结果,这些结果与用于海上安装的相似。测试是在空气中和模拟的自由腐蚀条件下进行的,在海水中的负载频率为0.3 Hz,在空气中的负载频率为5 Hz,负载比为0.1、0.5和0.7。结果表明,裂纹扩展速率受平均应力,材料微观结构以及焊接工艺和环境的影响。与从用于海上结构的其他钢获得的裂纹扩展结果相比,裂纹扩展结果显示出良好的一致性。

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