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Analysis of failure initiation in corroded cast iron pipes under cyclic loading due to formation of through-wall cracks

机译:通过壁裂纹形成循环载荷腐蚀铸铁管失效起始分析

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摘要

The major factors contributing for the longitudinal failures in large-diameter cast iron water pipes are identified as corrosion and internal water pressure. Evidence of deteriorating pipeline integrity due to fluctuations of internal pressure loading was reported. This study aims to investigate the fatigue resistance of cast iron pipes and to identify the pipes in a water network that are at high risks of fatigue damage. Stress-controlled fatigue tests were conducted on coupons prepared from exhumed cast iron pipes. A correlation between tensile fatigue stress and cycles to failure was developed based on experimental results. A methodology was proposed to identify critical factors for initiating a through-wall crack in cast iron water pipe considering the impact of fatigue. A sensitivity analysis was conducted with relevant factors, and the relative impact of those factors to cause a premature failure was assessed. The operating pressures and stress ratios caused by pressure transients and long-term soil corrosion rate were identified as the key contributing factors for severe fatigue damage.
机译:为大直径铸铁水管中纵向故障有所贡献的主要因素被鉴定为腐蚀和内部水压。报道了由于内压负荷波动导致管线完整性恶化的证据。本研究旨在探讨铸铁管的疲劳性,并识别水网络中的管道,这些管道处于疲劳损伤的高风险。在由膨胀的铸铁管制备的优惠券上进行应激控制的疲劳试验。基于实验结果,开发了拉伸疲劳应力与失效循环之间的相关性。提出了一种方法来确定考虑到疲劳的影响的铸铁水管中启动穿孔裂缝的关键因素。通过相关因素进行敏感性分析,评估这些因素导致过早失效的相对影响。由压力瞬变和长期土壤腐蚀速率引起的操作压力和应力比被确定为严重疲劳损伤的关键贡献因素。

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