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DEFLECTED STRESS CORROSION CRACKS IN THE PIPELINE STEEL

机译:管道钢中的偏转应力腐蚀裂缝

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This research reports a special case of stress corrosion cracks (SCC) in the pipeline steels that had propagated in the direction deviated from the pipe radial direction. It was characterized that the cracks were intergranular in nature with relatively wide crack crevice. Most of crack being characterized consisted of two segments: a crack segment near pipe surface that is normal to the axis of hoop stress, and the subsequent segment that is inclined to the axis of the hoop stress. The segment near the surface was usually less than 1.5 mm long, and the inclined one was up to 10 mm in length. The angle of the inclined segment was dominantly in the range of 30° to 60°. To understand the mechanisms related to the deflected crack growth, the microstructure of the pipeline steels was studied. It was found that The pipeline steel is characterized with a sandwich-like microstructure, for which it is harder at the surface (~ 1.5 mm thick) and progressively softer towards the center of the wall. This particular structure might have caused a complex loading condition to the pipe wall material such that yielding of the soft material become possible, particularly when crack has propagated into the soft region of the pipe wall. As a result, corrosion attack may take place in a direction consistent with the maximum shear stress, and cracking preceded by the concurrent interaction between corrosion attack and mechanical damage.
机译:本研究报告了在沿管道径向偏离的方向上传播的管道钢中的应力腐蚀裂缝(SCC)的特殊情况。其特征在于,裂缝与相对宽的裂缝缝隙的晶间是性的。所表征的大部分裂缝由两个段组成:管表面附近的裂缝段,其垂直于箍应力轴线,以及倾斜于箍应力的轴线的后续区段。表面附近的段通常小于1.5mm,倾斜的长度长达10mm。倾斜区段的角度在30°至60°的范围内显以。为了理解与偏转的裂缝增长有关的机制,研究了管道钢的微观结构。发现管道钢的特征在于夹层状的微观结构,在此处更加难以在表面(〜1.5mm厚)并朝向壁的中心逐渐更柔软。这种特殊的结构可能使得对管壁材料的复杂负载条件引起,使得屈服柔软材料成为可能,特别是当裂缝传播到管壁的软区域中时。结果,可以在与最大剪切应力一致的方向上进行腐蚀攻击,并且在腐蚀攻击和机械损伤之间的并发相互作用之前的裂缝。

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