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ANALYSIS OF NON-UNIFORMLY DEGRADED PIPE SECTIONS

机译:分析非均匀降解管段

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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:流动辅助腐蚀(FAC)的管理是核电站管道维护超过15年的一部分。已经设置了程序以识别易受攻击的位置,执行检查,表征劣化配置,并评估降级部分的结构完整性。如果无法在下次中断的预计退化部分建立结构完整性,则修复或更换管道的部分。在过去的15年中,对计划的各个方面都有重大改进,包括结构完整性评估。简化的方法和规则是在ASME第Xi码中建立的,并且在几个代码案例中建立,用于验证结构完整性。在决定修理或更换之前在植物中断期间进行结构完整性的评估。结构完整性评估的任何改进通过一个额外的操作循环延长组件的寿命可以有助于以计划方式进行修复/更换组件。代码中提供的简化方法和规则可以容易地用于分析具有均匀壁厚和非均匀劣化部分的具有均匀区域的管段的分析,条件是劣化的部分以均匀的壁厚建模,等于该部分的最低厚度。以这种方式的非均匀劣化部分的表示必须是保守的。本文的目的是制定方法来分析通过以占非均匀横截面的方式进行压力和时刻加载的非均匀降级的部分。这里开发的制剂比代码方法更具现实,仍然是保守的。结果以图表的形式呈现,比较本文中的配方中的降解部分的极限力矩容量,其使用ASME代码配方。本文的结论是,所提出的配方可用于补充ASME CODE方法,以延长BAC降解组分的剩余寿命。

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