首页> 外文期刊>British Journal of Applied Science and Technology >The Influence of Multiple Welding Repairs ofPipelines in Residual Stress Assessment Related toStress Corrosion Cracking
【24h】

The Influence of Multiple Welding Repairs ofPipelines in Residual Stress Assessment Related toStress Corrosion Cracking

机译:管道多次焊接修复对应力腐蚀开裂残余应力评估的影响

获取原文
       

摘要

The effect of residual stress of multiple welding repairs in seamless API 5L X52 on the stress corrosion cracking (SCC) susceptibility was evaluated. Four repairs of the girth weld were evaluated through X-ray diffraction (XRD) on the internal face of the pipe to measure residual stresses in longitudinal and circumferential direction. Residual stresses in the circumferential and longitudinal direction reach values of about 77% and 58% of the UTS (460 MPa) respectively, approaching to the YS of the steel (360 MPa). It was observed that its magnitude increases as move away from weld center line. SCC susceptibility of X52 steel welded joints with the residual stresses generated was evaluated through slow strain rate tests (SSRT) in a soil solution at low and high pH. Relation between mechanical properties and residual stresses on the SCC susceptibility was analyzed. SCC index obtained from the mechanical properties of SSRT indicate good SCC resistance of X52 steel exposed to soil solution at low and high pH. From these results, it is suggested that the region with high residual stresses before to generate cracks in the steel surface due to the combination of soil solution and the strain applied, should favor pitting formation and not cracking. Initiation of micro-cracks from these pits will depend on the geometrical form of the pit and the stresses state can be established at given pitting. It is suggested that initiation of micro-cracks from these pits may depend on the dissolution rate and morphology of the pitting and stresses on the bottom of the pitting. This favorable condition could appear increasing the soil exposition time of the steel and reducing the strain rate applied on the SSRT.
机译:评估了无缝API 5L X52中多次焊接修复的残余应力对应力腐蚀开裂(SCC)敏感性的影响。通过X射线衍射(XRD)对管道内表面进行了四次周向焊缝修复,以测量纵向和圆周方向上的残余应力。沿周向和纵向的残余应力分别达到UTS(460 MPa)的约77%和58%,接近钢的YS(360 MPa)。观察到,其大小随着远离焊接中心线而增加。通过在低和高pH值的土壤溶液中通过慢应变速率测试(SSRT)评估了X52钢制焊接接头在产生残余应力时的SCC敏感性。分析了力学性能和残余应力对SCC敏感性的关系。从SSRT的机械性能获得的SCC指数表明X52钢在低pH和高pH下暴露于土壤溶液中均具有良好的抗SCC性。从这些结果表明,由于土壤溶液和施加的应变的结合,在钢表面产生裂纹之前具有较高残余应力的区域应有利于点蚀而不是裂纹。从这些凹坑开始的微裂纹将取决于凹坑的几何形式,并且可以在给定的凹坑处建立应力状态。建议从这些凹坑中产生微裂纹可能取决于凹坑的溶解速度和形态以及凹坑底部的应力。这种有利条件可能会增加钢的土壤暴露时间并降低施加在SSRT上的应变率。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号