管道周向腐蚀范围的适用性分析

Fan Zhang, M. Rosenfeld, J. Gustafson
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引用次数: 1

摘要

腐蚀管道的失效一般由受环向应力作用的金属损失区的深度和纵向程度控制。然而,如果管道中存在较大的纵向应力,或者金属损失具有相当大的周向范围和深度,则金属损失在纵向应力作用下有可能发生周向范围的破坏。如果存在这种情况,则应谨慎地对管道完整性进行补充分析,以评估周向和纵向破坏的可能性。现有的评估周向金属损失的方法,如米勒方程,大多是假设金属损失集中在管道周围的极端应力位置,即金属损失的中心集中在管道中最大弯曲应力的位置。如果金属损失区域偏离与弯曲面相关的极端位置,则评估可能过于保守。本文描述了一种新的方法来评估从最大弯曲应力位置以任意角度为中心的金属损失的周向破坏的可能性。当金属损失集中在最大弯曲应力位置时,该方法得到的破坏应力与现有模型相同。当金属损失偏离最大弯曲应力位置时,破坏应力增加,当金属损失以中性轴为中心时达到最大值。本文开发的模型方程可以很容易地实现为日常完整性评估的电子表格工具。本文还讨论了与金属周向损失评估相关的其他考虑因素,包括非均匀腐蚀、可忽略的腐蚀以及同一管道截面内多个腐蚀区域的相互作用。本文建立的模型也可用于在基于失效评估图(FAD)的方法中确定塑性破坏的断线,用于评估周向裂纹,如API 1104附录a和API 579。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Fitness for Service Analysis of the Circumferential Extent of Corrosion in Pipelines
The failure of a corroded pipe is generally controlled by the depth and the longitudinal extent of the metal loss area subjected to hoop stress. However, the failure of metal loss due to its circumferential extent under longitudinal stress is possible if significant longitudinal stress exists in the pipe or the metal loss has considerable circumferential extent and depth. If such circumstances exist, it is prudent to conduct a complementary analysis of pipe integrity to assess the potential for circumferential as well longitudinal failure. Most existing approaches for assessing circumferential metal loss, such as Miller’s equations, were derived by assuming the metal loss to be centered at the extreme stress position around the pipe circumference, i.e., the center of the metal loss is centered at the location of the maximum bending stress in the pipe. The assessment may be over-conservative if the metal loss area deviates from the extreme position related to the bending plane. Described in this paper is a new approach to assess the potential for circumferential failure of metal loss centered at an arbitrary angle from the location of maximum bending stress. The approach results in the same failure stress as existing models when the metal loss is centered at the location of maximum bending stress. The failure stress increases when the metal loss deviates from the location of maximum bending stress and reaches the maximum value when the metal loss is centered at the neutral axis. The equations of the model developed in this paper can be easily implemented into a spreadsheet tool for routine integrity assessment. Other considerations related to the assessment of circumferential metal loss are also discussed, including non-uniform corrosion, negligible corrosion, and the interaction of multiple corrosion areas in the same pipe cross section. The model developed in this paper can also be used to determine the cutoff line for plastic collapse in a failure assessment diagram (FAD) based approach for assessing circumferential cracks, such as API 1104 Appendix A and API 579.
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