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Residual Stress Assessment in API X65 Pipeline Welds by Non-destructive Instrumented Indentation

机译:通过无损检测压痕评估API X65管道焊缝中的残余应力

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Conventional residual stress-measurement methods are difficult to use in industrial structures largely because of their complexity and destructive nature. In particular, the rapid microstructural gradients across welds impede a quantitative assessment of residual stress. An instrumented indentation technique has been developed to overcome the current problems in measuring the residual stress. Here this instrumented indentation technique was used to characterize the residual stress in API X65 steel welds in a natural gas transmission pipeline. The difference in indentation load between the stressed and unstressed regions at a fixed penetration depth was converted to a quantitative residual stress value through an analytical procedure. The stress distribution assessed across the welds agreed roughly with that from destructive saw-cutting tests. The discrepancy in absolute stress values from the two methods was considered to arise from the effects of microstructural difference and stress directionality in the welds.
机译:传统的残余应力测量方法由于其复杂性和破坏性而难以在工业结构中使用。特别是,焊缝之间快速的微结构梯度阻碍了残余应力的定量评估。已经开发出一种仪器化的压痕技术来克服当前在测量残余应力方面的问题。在这里,这种仪器化的压痕技术用于表征天然气传输管道中API X65钢焊缝中的残余应力。通过分析程序,将固定穿透深度处的应力区域和非应力区域之间的压痕载荷之差转换为定量残余应力值。在焊缝上评估的应力分布与破坏性锯切测试的应力分布大致一致。两种方法的绝对应力值差异被认为是由于焊缝中的微观结构差异和应力方向性的影响所致。

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