Handbook of Case Histories in Failure Analysis
Pipeline Failure by Transit Fatigue
A newly installed pipeline leaked during cleaning prior to hydrotest at a pressure of approximately 400 psig. The intended hydrotest pressure was 750 psig. The pipeline was constructed from spiral-welded API 5L-X65 HSLA steel and was intended for seawater injection. Analysis included nondestructive testing, metallography, and scanning electron microscopy. Based on the results, the failure was attributed to transit fatigue, caused during highway transportation. Cracks along the toes of the weld from both the outside and inside surfaces, the transgranular nature of cracking, and the presence of fatigue striations all supported transit fatigue as the damage mechanism.
Mohammed A. Al-Anezi, Sanyasi Rao, Graham R. Lobley, Pipeline Failure by Transit Fatigue, Handbook of Case Histories in Failure Analysis, Vol 3, Edited By Larry Berardinis, ASM International, 2019, p 492–495, https://doi.org/10.31399/asm.fach.v03.c9001822
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