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ANALYSIS OF NON-UNIFORMLY DEGRADED PIPE SECTIONS

机译:非均匀降解管段的分析

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The management of flow assisted corrosion (FAC) has been a part of the maintenance of piping in nuclear power plants for more than 15 years. Programs have been set up to identify vulnerable locations, perform inspections, characterize the degraded configurations, and evaluate the structural integrity of the degraded sections. The section of the pipe is repaired or replaced if the structural integrity cannot be established for the projected degraded section at the next outage. During the past 15 years, significant improvements have been made to every aspect of the program including structural integrity evaluation. Simplified methods and rules are established in ASME Section XI code and in several code cases for verifying structural integrity. The evaluation of structural integrity is performed during the plant outage prior to a decision for repair or replacement. Any improvement in structural integrity evaluation to extend the life of a component by one additional operating cycle can help in performance of repair/replacement of component in a planned manner. Simplified methods and rules provided in the code can be easily used for analysis of pipe sections with degraded area with uniform wall thickness and for non-uniformly degraded sections, provided the degraded portions are modeled with uniform wall thickness equal to the lowest thickness of the section. The representation of a non-uniformly degraded section in this manner is necessarily conservative. The purpose of this paper is to develop methodology to analyze the non-uniformly degraded sections subjected to pressure and moment loading by modeling it in a manner that accounts for the non-uniform cross-section. The formulation developed here is more realistic than the code methodology and is still conservative. The results are presented in form of charts comparing the limit moment capacity of the degraded sections calculated by the formulation in this paper with that using ASME code formulation. The paper concludes that the proposed formulation can be used to supplement the ASME Code method to extend the remaining life of FAC degraded components.
机译:十五年来,流辅助腐蚀(FAC)的管理一直是核电厂管道维护的一部分。已经建立了程序来识别易受攻击的位置,执行检查,表征退化的配置以及评估退化部分的结构完整性。如果无法在下一次停运时为预计的退化管段建立结构完整性,则对管道的管段进行维修或更换。在过去的15年中,该计划的各个方面都进行了重大改进,包括结构完整性评估。在ASME第XI节代码中以及在一些用于验证结构完整性的代码案例中,建立了简化的方法和规则。结构完整性的评估是在工厂停产期间进行的,然后再决定维修或更换。结构完整性评估中的任何改进(以将组件的寿命延长一个额外的操作周期)都可以按计划的方式帮助执行组件的维修/更换。代码中提供的简化方法和规则可轻松用于分析具有均匀壁厚的退化区域的管道截面和非均匀退化的截面,只要对退化的部分建模的均匀壁厚等于该截面的最低厚度。以这种方式表示的非均匀降级部分必然是保守的。本文的目的是通过考虑非均匀横截面的建模方法,开发一种方法来分析承受压力和弯矩载荷的非均匀退化截面。这里开发的公式比代码方法更现实,并且仍然很保守。结果以图表的形式显示,比较了本文中的配方和使用ASME代码的配方所计算出的退化截面的极限弯矩能力。本文的结论是,提出的配方可用于补充ASME规范方法,以延长FAC降解组分的剩余寿命。

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