具有几何复杂腐蚀特征的古管环焊缝的实验-数值评估

S. Hertelé, T. Galle, K. V. Minnebruggen, Wim De Waele, O. Huising
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引用次数: 0

摘要

标准的管道腐蚀评估是基于对腐蚀几何形状的简化假设,并侧重于基于压力的载荷。此外,当腐蚀斑穿过环焊缝时,其评估的有效性标准变得不切实际。此外,环焊缝的完整性还受到轴向应力的影响,轴向应力可能与压力产生的环向应力共同作用。为了解决这些问题,作者对12″天然气管道环焊缝上的一个重要的、高度不规则的腐蚀斑进行了详细的评估。调查包括全尺寸单轴拉伸试验和支持详细的有限元(FE)分析。其中,模型网格采用立体数字图像相关获得的表面轮廓扫描的详细几何特征。基于单轴拉伸试验验证了数值模型的有效性,成功再现了塑性破坏和高度复杂的应变分布。最后,利用有限元模型对存在内压的轴向拉伸破坏进行了研究。
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Experimental-Numerical Assessment of Vintage Pipe and Girth Weld With a Geometrically Complex Corrosion Feature
Standard pipe corrosion assessments are based on simplifying assumptions with respect to corrosion geometry and focus on pressure based loading. Moreover, when corrosion patches traverse girth welds, validity criteria to their assessment become impractically vague. The integrity of girth welds is additionally influenced by axial stresses, which may act in combination with hoop stress resulting from pressure. In an attempt to address these issues, the authors conducted a detailed assessment on a significant, highly irregular corrosion patch traversing a 12″ natural gas pipeline girth weld. The investigation comprises a full scale uniaxial tensile test and supporting detailed finite element (FE) analyses. Hereby, the model mesh adopts detailed geometrical characteristics resulting from a surface profile scan obtained from stereoscopic digital image correlation. The numerical model is validated based on the uniaxial tensile test, in the sense that plastic collapse and highly complex strain distributions are successfully reproduced. Finally, the FE model is used to explore axial tensile failure in presence of internal pressure.
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