三种量化濒死体验不确定性的方法和使用谢菲尔德启发框架的专家小组方法的详细阐述

J. Fong, N. Heckert, J. Filliben, S. Doctor
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引用次数: 2

摘要

ASME锅炉和压力容器规范第11部分委员会目前正在制定一项新的第2部分核规范,名为“可靠性和完整性管理(RIM)计划”,通过评估和管理整个生命周期的所有不确定性,包括设计、材料选择、降解过程、运行和无损检测(NDE),人们能够得出一个风险知情的、基于NDE的工程维护决策。由于无损检测设备的类型和使用年限、操作人员的水平和工作年限、探头角度、缺陷类型等诸多因素的影响,本文重点研究了无损检测方法用于服役前和服役中检测的不确定性。在本文中,我们描述了三种可以量化无损检测风险决策中的不确定性的方法:(1)用于分析循环实验数据的回归模型方法,如1981-82年管道检查轮询(PIRR), 1986年晶间应力腐蚀裂纹(IGSCC)检测和尺寸的迷你轮询(MRR),以及1989-90年国际钢部件检查计划iii -奥氏体钢测试(piscc - ast)。(2)实验方法的统计设计。(3)专家知识启发方法。根据2003年太平洋西北国家实验室(PNNL) Heasler和博士的报告(NUREG/CR-6795),我们观察到第一种方法利用循环研究,提供了从20世纪80年代初到90年代初使用的NDE技术的不确定性信息。这种方法的实现非常耗时且昂贵。第二种方法是基于实验设计(DEX)的八个现场检查练习,使用超声波测试(UT)来寻找压力容器头部的地下裂纹长度,其中选择五个因素(操作员的服务经验,UT机器年龄,电缆长度,探头角度和塑料垫片厚度)来量化UT方法的尺寸不确定性。DEX方法也很耗时和昂贵,但它的优点是可以针对特定的缺陷检测和缺陷大小问题进行定制。第三种方法是使用专家小组,这是最有效和成本最低的方法。利用第二种方法的裂缝长度结果,我们在本文中介绍了如何通过一个名为Sheffield Elicitation Framework (SHELF)的软件包来实现专家小组方法。对三种方法的不确定裂纹长度估计结果进行了比较和讨论。提出并讨论了三种不确定性量化方法在基于nde的工程决策风险评估中的意义和局限性。
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Three Approaches to Quantification of NDE Uncertainty and a Detailed Exposition of the Expert Panel Approach Using the Sheffield Elicitation Framework
The ASME Boiler & Pressure Vessel Code Section XI Committee is currently developing a new Division 2 nuclear code entitled the “Reliability and Integrity Management (RIM) program,” with which one is able to arrive at a risk-informed, NDE-based engineering maintenance decision by estimating and managing all uncertainties for the entire life cycle including design, material selection, degradation processes, operation and non-destructive examination (NDE). This paper focuses on the uncertainty of the NDE methods employed for preservice and inservice inspections due to a large number of factors such as the NDE equipment type and age, the operator’s level and years of experience, the angle of probe, the flaw type, etc. In this paper, we describe three approaches with which uncertainty in NDE-risk-informed decision making can be quantified: (1) A regression model approach in analyzing round-robin experimental data such as the 1981–82 Piping Inspection Round Robin (PIRR), the 1986 Mini-Round Robin (MRR) on intergranular stress corrosion cracking (IGSCC) detection and sizing, and the 1989–90 international Programme for the Inspection of Steel Components III-Austenitic Steel Testing (PISC-AST). (2) A statistical design of experiments approach. (3) An expert knowledge elicitation approach. Based on a 2003 Pacific Northwest National Laboratory (PNNL) report by Heasler and Doctor (NUREG/CR-6795), we observe that the first approach utilized round robin studies that gave NDE uncertainty information on the state of the art of the NDE technology employed from the early 1980s to the early 1990s. This approach is very time-consuming and expensive to implement. The second approach is based on a design-of-experiments (DEX) of eight field inspection exercises for finding the length of a subsurface crack in a pressure vessel head using ultrasonic testing (UT), where five factors (operator’s service experience, UT machine age, cable length, probe angle, and plastic shim thickness), were chosen to quantify the sizing uncertainty of the UT method. The DEX approach is also time-consuming and costly, but has the advantage that it can be tailored to a specific defect-detection and defect-sizing problem. The third approach using an expert panel is the most efficient and least costly approach. Using the crack length results of the second approach, we introduce in this paper how the expert panel approach can be implemented with the application of a software package named the Sheffield Elicitation Framework (SHELF). The crack length estimation with uncertainty results of the three approaches are compared and discussed. Significance and limitations of the three uncertainty quantification approaches to risk assessment of NDE-based engineering decisions are presented and discussed.
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