ISPMNA 2019 Mike Martin Engineering Associate Fellow Structural Integrity 22 nd October 2019 Introduction and Context 01 Target Reliability Approach 02 Working Principles and Methods Summary and Next Steps ID: 806247
Download The PPT/PDF document "Probabilistic Working Principles – A U..." is the property of its rightful owner. Permission is granted to download and print the materials on this web site for personal, non-commercial use only, and to display it on your personal computer provided you do not modify the materials and that you retain all copyright notices contained in the materials. By downloading content from our website, you accept the terms of this agreement.
Slide1
Probabilistic Working Principles – A UK Nuclear Structural Integrity Perspective
ISPMNA 2019
Mike Martin, Engineering Associate Fellow – Structural Integrity
22
nd
October 2019
Slide2Introduction and Context
01
Target Reliability Approach
02
Working Principles and Methods
Summary and Next Steps
03
Case Studies
04
05
Slide3Introduction and Context
01
Slide4Hosted by UK FESI and freely available to download from www.fesi.org.uk
Document developed by UK Nuclear Sector Working Group formed from leading industry and academic specialists
Presented at IMechE / FESI event in UK (2018) and webinar (2019)
4
Slide55
Slide6Existing Codes, Standards and Regulatory Guidance
IAEA Safety Fundamentals
IAEA Specific Safety Guides
UK ONR Safety Assessment Principles
UK ONR Technical Assessment Guides
TAGSI (Technical Advisory Group on Structural Integrity) advice
National and international codes and standards
6
Slide7….an adequate margin….
….suitably conservative…
….demonstrably conservative….
….very unlikely….
c
ommentary from existing guidance
7
Slide8….an adequate margin….
….suitably conservative…
….demonstrably conservative….
….very unlikely….
p
robabilistic approach is less safe than deterministic
d
eterministic is all inputs set to worst-case bounding values
why change what’s worked?
some common misconceptions!
8
c
ommentary from existing guidance
Slide9Target Reliability (Probabilistic) Approach
02
Slide10Application to Service and Design
10
Slide11Quantification of Margin
11
Slide12System Trade of Margin
12
Target reliability
Slide13Service Management
13
Slide14Working Principles and Methods
03
Slide15Nuclear SI Probabilistics Working Group
Complements ongoing Nuclear industry initiatives to challenge the perception of probabilistic approaches in structural integrity
Develop an industry guidance documentDefine terminology, common languageProbabilistic working principles
Provide context and case studies, describe benefits and
limitations
Provides basis for further discussion
15
Slide16Group Collaboration from UK Nuclear Sector
16
Slide1717
Slide1818
Slide19Working Principles Document Content
19
Slide20Probabilistic Working Principles
20
Slide21Probabilistic Working Principles
21
Slide22Hierarchy of Assessment Techniques
22
R
Bullough
, VR Green, B Tomkins, R Wilson, JB Wintle, A review of methods and applications of reliability analysis for
structrual
integrity assessment of UK nuclear plant, Int. J. Pres.
Ves
. Piping 76 (1999) 909-919
Slide23Probabilistic Fracture Mechanics (R6) Monte Carlo Level 3 Approach
23
Slide24Partial Safety Factors (PSFs) Level 1 Approach
24
Slide25First Order Reliability Method (FORM) Level 2 Approach
25
Slide26Typical Monte Carlo / Finite Element Response Surface Approach
26
Slide27Target Reliability Derivation
Topic for further workReverse PSA for component, region and failure mode specific target
Develop accepted values based on safety classificationIntroduce time dependency to PSA
27
Initiating Event Frequencies
Human Factors
Probabilistic Safety Analysis
(
PSA)
See ONR SAPs
Core Damage Frequencies
Slide28Target Reliability Derivation
Topic for further workReverse PSA for component, region and failure mode specific target
Develop accepted values based on safety classificationIntroduce time dependency to PSA
28
Initiating Event Frequencies
Human Factors
Probabilistic Safety Analysis
(
PSA)
See ONR SAPs
Core Damage Frequencies
r
everse approach
Slide29Distributions and Sampling
Aim for distributions (pdf) to be as accurate as possible, minimise ‘input conservatism’, and applicable to data type - histograms as alternative
Margin based on ‘output conservatism’ and required target reliabilityForm of distribution important, particularly if trials of interest outside of data - sensitivity studies helpful
Influence of tails can be reduced by using more variables
Latin Hypercube sampling efficient and widely used, numerous approaches available, active research field
Standard approaches for correlation and random
numbers
29
Slide30Verification and Validation
Well-established techniques (eg Monte Carlo, Latin Hypercube) with numerous in-house / commercial applicationsVerification important,
eg independent code (time consuming)Validation of physical models consistent with traditional approachValidation precedent from other high-integrity industry with observed structural-integrity failures (
eg
: aerospace, rail)
30
Slide31deterministic
margin
conservative
b
est estimate
BEPU
nominal
uncertainty
UQ
t
arget reliability
c
onfidence level
PFM
r
esponse surface
Monte Carlo
aleatory
epistemic
Terminology and common language….
31
Slide3232
Slide33Case Studies
04
Slide34Case Studies
Case studies provided by Rolls-Royce and NNL, using Monte Carlo approach:PWR relatedHighly Active Effluent Tank evaporator heating coils
AGR superheater tubing bifurcation inspection using Monte Carlo approachOther case studies under development, opportunity for others to get involved. Possibly separate document.
34
Slide35PWR Welded Structural Component
Change in manufacturing process resulted in change to a key material property distributionDeterministic assessment based on 99.9% bound to data
7% change to 99.9% bound, increased deterministic stress by 2%Monte Carlo analysis demonstrates mean stress increased by 40% increasing failure probability by order of magnitudeProvided evidence to focus on manufacturing
35
Slide36PWR Welded Structural Component
36
c
hange in material distribution
c
hange in stress distribution
Slide37Summary and Next Steps
05
Slide38Summary
Document shows how well-established methods can be used to quantify structural reliabilityOpportunity to focus resourcesProvides basis for increasing awareness and understanding
Opportunity for codes and standards development for current and future plant typesDocument hosted by FESI at www.fesi.org.uk
38
Slide39Next StepsFocus
Target Reliability Derivation + ASME Link
Codes and Standards Development
Component and System-Level Aggregation
Data Challenge
Perception – particularly Safety Perspective
Responsibilities and Education
More Case Studies
Physics-Based Failure Models and Validation
Slide40Thank you for your attention!
michael.martin@rolls-royce.com