Recent Probabilistic Computational Efficiency Enhancements in DARWIN TM

Similar documents
EFFICIENT STATISTICAL ANALYSIS OF FAILURE RISK IN ENGINE ROTOR DISKS USING IMPORTANCE SAMPLING TECHNIQUES

Adaptive Optimal Sampling Methodology for Reliability Prediction of Series Systems

Advanced Software for Integrated Probabilistic Damage Tolerance Analysis Including Residual Stress Effects

Development of Risk Contours for Assessment of Aircraft Engine Components

APPLICATION OF A CONDITIONAL EXPECTATION RESPONSE SURFACE APPROACH TO PROBABILISTIC FATIGUE

Probabilistic Fatigue and Damage Tolerance Analysis for General Aviation

Model-Assisted Probability of Detection for Ultrasonic Structural Health Monitoring

Methodology for Probabilistic Life Prediction of Multiple-Anomaly Materials

MODIFIED MONTE CARLO WITH IMPORTANCE SAMPLING METHOD

Reliability prediction for structures under cyclic loads and recurring inspections

Probabilistic Sensitivities for Fatigue Analysis of Turbine Engine Disks

AFRL-ML-WP-TP

Alloy Choice by Assessing Epistemic and Aleatory Uncertainty in the Crack Growth Rates

MODIFIED MONTE CARLO WITH LATIN HYPERCUBE METHOD

4. Dresdner Probabilistik-Workshop. Probabilistic Tutorial. From the measured part to the probabilistic analysis. Part I

Part II. Probability, Design and Management in NDE

ECE 510 Lecture 6 Confidence Limits. Scott Johnson Glenn Shirley

However, reliability analysis is not limited to calculation of the probability of failure.

Contribution of Building-Block Test to Discover Unexpected Failure Modes

Basics of Uncertainty Analysis

Development of Reliability-Based Damage Tolerant Structural Design Methodology

Finite Element Structural Analysis using Imprecise Probabilities Based on P-Box Representation

A Thesis presented to the Faculty of the Graduate School at the University of Missouri-Columbia

Preliminary Validation of Deterministic and Probabilistic Risk Assessment of Fatigue Failures Using Experimental Results

PROBABILISTIC ASSESSMENT OF KNIFE EDGE SEAL CRACKING IN SPACE SHUTTLE MAIN ENGINE HIGH PRESSURE OXIDIZER TURBOPUMPS

Efficient sampling strategies to estimate extremely low probabilities

GOAL-BASED NEW SHIP CONSTRUCTION STANDARDS General principles for structural standards MSC 80/6/6

Structural Reliability

Applications of Reliability Assessment

Value of Information Analysis with Structural Reliability Methods

Chapter 2. 1 From Equation 2.10: P(A 1 F) ˆ P(A 1)P(F A 1 ) S i P(F A i )P(A i ) The denominator is


Module 8. Lecture 5: Reliability analysis

RELIABILITY OF FLEET OF AIRCRAFT

PREDICTING THE PROBABILITY OF FAILURE OF GAS PIPELINES INCLUDING INSPECTION AND REPAIR PROCEDURES

Probabilistic Approaches

System Simulation Part II: Mathematical and Statistical Models Chapter 5: Statistical Models

PROBABILISTIC STRESS ANALYSIS OF CYLINDRICAL PRESSURE VESSEL UNDER INTERNAL PRESSURE USING MONTE CARLO SIMULATION METHOD

Random Variables. Gust and Maneuver Loads

System Simulation Part II: Mathematical and Statistical Models Chapter 5: Statistical Models

Test Strategies for Experiments with a Binary Response and Single Stress Factor Best Practice

Direct Optimized Probabilistic Calculation - DOProC Method

Bayesian Knowledge Fusion in Prognostics and Health Management A Case Study

Outline. Simulation of a Single-Server Queueing System. EEC 686/785 Modeling & Performance Evaluation of Computer Systems.

Estimation of Quantiles

Safety Envelope for Load Tolerance and Its Application to Fatigue Reliability Design

Probabilistic Performance-Based Optimum Seismic Design of (Bridge) Structures

NTNU Faculty of Engineering Science and Technology Department of Marine Technology TMR 4195 DESIGN OF OFFSHORE STRUCTURES

Reliability Considerations for Steel Frames Designed with Advanced Analysis

Computer Science, Informatik 4 Communication and Distributed Systems. Simulation. Discrete-Event System Simulation. Dr.

Polynomial chaos expansions for structural reliability analysis

Research Collection. Basics of structural reliability and links with structural design codes FBH Herbsttagung November 22nd, 2013.

New Approaches for Integrity Assessment. Nuclear Codes and Standards Workshop Kim Wallin VTT Technical Research Centre of Finland

ASSESSMENT OF THE PROBABILITY OF FAILURE OF REACTOR VESSELS AFTER WARM PRE-STRESSING USING MONTE CARLO SIMILATIONS

Sequential Importance Sampling for Rare Event Estimation with Computer Experiments

THE PISA CODE. Roberta Lazzeri Department of Aerospace Engineering Pisa University Via G. Caruso, Pisa, Italy

Statistical Prediction Based on Censored Life Data. Luis A. Escobar Department of Experimental Statistics Louisiana State University.

Stochastic Renewal Processes in Structural Reliability Analysis:

Effect of Geometric Uncertainties on the Aerodynamic Characteristic of Offshore Wind Turbine Blades

EEC 686/785 Modeling & Performance Evaluation of Computer Systems. Lecture 19

PHM Engineering Perspectives, Challenges and Crossing the Valley of Death. 30 September, 2009 San Diego, CA

This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research and

C-130 Usage/Environmental Criteria Analysis and Gust Loads Assessment

AFRL-RQ-WP-TR

Evaluating the value of structural heath monitoring with longitudinal performance indicators and hazard functions using Bayesian dynamic predictions

Information Updating in Infrastructure Systems

Uncertainties in Atlantic Hurricane Characteristics with Application to Coastal Hazard Modeling

Probabilistic Aspects of Fatigue

Probabilistic assessment of geotechnical objects by means of MONTE CARLO METHOD. Egidijus R. Vaidogas

RELIABILITY MODELING OF IMPACTED COMPOSITE MATERIALS FOR RAILWAYS

Statistics 427: Sample Final Exam

Calibration of Resistance Factors for Drilled Shafts for the 2010 FHWA Design Method

Review. DS GA 1002 Statistical and Mathematical Models. Carlos Fernandez-Granda

Calibration of Resistance Factor for Design of Pile Foundations Considering Feasibility Robustness

Modeling Uncertainty in the Earth Sciences Jef Caers Stanford University

Quantile POD for Hit-Miss Data

AFRL-RX-WP-TP

One-Sample Numerical Data

Reliability-Based Design Guidelines for Fatigue of Ship Structures

[AMT05] Modeling of fatigue crack propagation of multiple site using deterministic and probabilistic method

Chapter 11. Output Analysis for a Single Model Prof. Dr. Mesut Güneş Ch. 11 Output Analysis for a Single Model

Prediction of Reliability Index and Probability of Failure for Reinforced Concrete Beam Subjected To Flexure

Plotting data is one method for selecting a probability distribution. The following

Descriptive Statistics

(a) Calculate the bee s mean final position on the hexagon, and clearly label this position on the figure below. Show all work.

An Integrated Prognostics Method under Time-Varying Operating Conditions

Primer on statistics:

EFFICIENT RESPONSE SURFACE METHOD FOR FATIGUE LIFE PREDICTION. Xinyu Chen. Thesis. Submitted to the Faculty of the

Analysis of a Lap Joint Including Fastener Hole Residual Stress Effects

Derivation of Paris Law Parameters from S-N Curve Data: a Bayesian Approach

Structural reliability analysis of deep excavations

Development of Reliability-Based Damage Tolerant Structural Design Methodology

10 Introduction to Reliability

Practical Methods to Simplify the Probability of Detection Process

NUMERICAL COMPUTATION OF THE CAPACITY OF CONTINUOUS MEMORYLESS CHANNELS

Unobservable Parameter. Observed Random Sample. Calculate Posterior. Choosing Prior. Conjugate prior. population proportion, p prior:

9.4 Life Sensitivity for Stress Effects

PROBABILISTIC-DETERMINISTIC SSI STUDIES FOR SURFACE AND EMBEDDED NUCLEAR STRUCTURES ON SOIL AND ROCK SITES

Probability Plots. Summary. Sample StatFolio: probplots.sgp

Predictive Engineering and Computational Sciences. Local Sensitivity Derivative Enhanced Monte Carlo Methods. Roy H. Stogner, Vikram Garg

Transcription:

Recent Probabilistic Computational Efficiency Enhancements in DARWIN TM Luc Huyse & Michael P. Enright Southwest Research Institute Harry R. Millwater University of Texas at San Antonio Simeon H.K. Fitch Mustard Seed Software 6 th Annual FAA/Air Force/NASA/Navy Workshop on the Applications of Probabilistic Methods to Gas Turbine Engines March 18, 2003 - Solomon s Island, MD

Outline Background DARWIN s probabilistic fracture mechanics Zone based life prediction Modeling of Uncertainties Importance Sampling Methodology Confidence Bounds Disk Variance Reduction Concluding Remarks

Zone-based Probabilistic Fatigue Life Prediction Limit State Random Variables Defect area & location Stress Fatigue life Inspection time ( X) g( X) = K K 0 Probability of detection (POD) Zone Failure Probability p = P[ F] = δ p Disk Failure Probability C f i i i Pf = P Fi F2 F m P m δ p f i i i= 1 Each zone is idealized as a plate with an initial defect

Uncertainties in Risk Analysis Focus here is on defect-related uncertainties: Does a defect occur and what is its size? If present, can the defect be detected during inspection and the part removed? Defect distribution derived from existing data. Are results sensitive to the tail area? Which defects are most likely to cause failure? How accurate is the POD curve? 1 5 Probability of Detection 4 3 2 1 Stress and Life scatter factors (PDF) model the uncertainties of the FE stresses and Fatigue Crack Growth Law 0.75 0.5 Is lognormal PDF appropriate? 0.25 0 1.E+0 1.E+1 1.E+2 1.E+3 1.E+4 1.E+5 1.E+6 Defect area (sq. mils)

Importance Sampling Methodology Step 1: Numerical integration of probability of failure without inspection: 1a: Build Response Surface 1b: Compute Critical Defect Size 1c: Perform Integration p F = failure ( d) ( s)dd db ds Step 2: To assess effectiveness of inspections, generate conditional failure samples and determine whether the scheduled inspections can find these defects before K(X)>K C. Conditional failure samples result in K(X)>K C for a number of cycles less than the service life. f D f B ( b) f S

Step 1a: Response surface The predicted life scales linearly with the life scatter factor, see da m = b C ( K ) dn 50000 40000 30000 20000 10000 0 0.0006 0.0008 0.0010 0.0012 0.0014 0.0016 0.0018 0.0020 fa tter sca ess Str r cto Life values can be clipped if substantially larger than the service life Î computational savings 60000 Predicted life Compute the predicted life as a function of the defect size and the stress scatter factor. 0.0022 10000 1000 100 cale) e (log s iz s t c fe De 10

Step 1b: Critical defect size 0.8 0.6 0.4 0.2 ac to r 0.0022 0.0020 0.0018 0.0016 0.0014 0.0012 0.0010 0.0008 0.0006 2.2 2.0 1.8 1.6 1.4 1.2 Life s c a tte re ss sc at te rf 0.0 1.0 r fact or St Compute the exceedance probability of the critical defect size. This probability is obtained directly from the defect distribution. 1.0 Pr(d > d*) From response surface, compute the critical defect size for each life and stress scatter value; this is the smallest defect which results in a predicted life equal to the specified service life. 0.8 0.6

Step 1c: Perform integration Pr(d > d*) fb(b) fs(s) Numerically integrate: Pr(d > d * b, s ) f B (b) f S ( s ) 0.0025 Stress scatter factor 0.0020 60 ) Pr(d > d*) fb(b) fs(s 50 40 1e-7 1e-6 1e-5 1e-4 1e-3 1e-2 0.0015 1e-1 1e+0 1e+1 Median value 30 0.0010 20 10 0.4 0 0.6 0.8 1.0 1.2 1.4 1.6 1.8 Life scatter factor St 0.0025 re ss 0.0020 sc at te 0.0015 rf ac to 0.0010 r Integration bounds: 0.4 0.6 0.8 Lif 1.0 1.2 rf atte e sc a ct o 1.4 r 1.6 1.8 Life scatter: [-5, 3 ] Stress scatter: [-3, +5 ]

Step 2: Importance Sampling Now that we know what the failure probability and the conditional failure density is, we can generate samples that fall inside the failure domain. Generate defect size, stress and life scatter factors from new, conditional PDF s This guarantees that K > K C at Service Life (20,000 cycles in example). PDF (1,000,000 Importance samples) 9.0E-5 8.0E-5 7.0E-5 6.0E-5 5.0E-5 4.0E-5 3.0E-5 2.0E-5 1.0E-5 0.0E+0 0 10000 20000 Predicted life (cycles)

Joint Importance Density of Defect Size and Stress Scatter Original joint density Conditional failure density 0.0025 1 10 100 1000 10000 0.0025 1 10 100 1000 Stress scatter factor 0.0020 0.0015 Stress scatter factor 0.0020 0.0015 0.0010 0.0010 10 100 1000 10000 Initial defect size 10 100 1000 10000 Initial defect size (joint histogram obtained from 1,000,000 samples)

Observations The mode (or high density region) of the conditional density of the stress scatter factor is shifted towards higher values. Need to make sure lognormal model fits actual stress scatter well between the 70 th and 99.9 th percentile. Most likely initial defect size to result in failure after 20,000 flight cycles is less than 1000 square mils. For this case the use of truncated distributions (between 4 and 10 5 sq mils) seems justifiable. Conditional density also suggests which defect size must be detectable for inspection to be effective Note: the results apply to this analysis only Curves change dramatically depending on COV Increasing COV shifts important range of initial defects to the left

Monte Carlo Confidence Bounds For small p F a large number of samples N is required to obtain a small COV on the p F estimate. COV 1 p F 95% confidence bounds give indications of the accuracy of the estimate. The confidence bounds can be narrowed at will by using more samples. p F N 2.0E-6 1.5E-6 1.0E-6 5.0E-7 0.0E+0 Without inspection With inspection Monte Carlo (10,000 samples) 0 5000 10000 15000 20000

Importance Confidence Bounds No sampling uncertainty associated with p F,tot,wo without inspection at Service Life (20,000 cycles). Method can skip sampling for zones with no failure contribution 2.0E-6 1.5E-6 1.0E-6 Importance Sampling (100 samples) Without inspection With inspection The IS probabilities converge much faster as the number of samples increases than for Monte Carlo: COV For smaller p F,tot,wo, efficiency gain of Importance Sampling is higher than for MC. p F, tot, wo p F p F N 5.0E-7 0.0E+0 0 5000 10000 15000 20000 95% confidence bounds give indications of the accuracy of the estimate. For DARWIN, Importance Sampling typically needs 100 times fewer samples than Monte Carlo for same accuracy.

Importance Sampling: Summary Importance Sampling is expedient and accurate for Risk Analysis. Step 1: Numerical Integration Numerical integration is performed accurately over a sufficiently large domain. Much more accurate failure probability estimation than Monte Carlo; typically 100 times faster. Step 2: Conditional Sampling If one is only interested in p F,tot,wo, no sampling is required for IS; computation ends after numerical integration IS skips the sampling in zones if they do not contribute to the total disk failure risk Importance Sampling densities provide some additional information about the most likely failure combinations.

Disk-based Variance Reduction Zone failure probability Is binomial for a sample size n i Can be approximated as a normal distribution for large sample size n i Disk failure probability can also be approximated as normal Objective is to set disk upper confidence bound below target risk Probability Density Change in disk mean Target risk Decreasing disk variance Disk Failure Probability P f As disk variance decreases: mean disk failure probability can increase yet maintain target for a given confidence

Confidence Bounds and Target Risk Zone variance pˆ (1 ˆ i pi) σ pˆ i = n Disk mean & variance m µ = δ pˆ Pˆ i i f i= 1 m 2 2 2 ˆ = P δi σ pˆ f i i= 1 σ Disk confidence bounds lower bound µ σ Pˆ f k α /2 upper bound + µ σ Pˆ f k α /2 i Pˆ Pˆ f f Probability Density sampling error -k α/2 µ p ˆ f (1-α) confidence interval Target risk k α/2 DARWIN TM currently reports disk confidence bounds Provides guidance for selecting number of Monte Carlo samples

Disk Variance Reduction: Allocation of Samples to Zones Uniform Sample Allocation ni 1 = N (m = number of zones ) m Allocate Samples according to Risk contribution factors 2 δ ˆ ip k (1 P ) i α /2 f ni = RCFi N RCFi = N = 2 Pˆ γ Pf Optimal Approach (Wu et al. 2000) f n i = δ m i= 1 p (1 p ) i i i δ p (1 p ) i i i N 2 m kα /2 2 2 γ P f i= 1 N = δi pi(1 pi) 2

Application: Aircraft Rotor Disk (fixed number of zones) Design life: 20,000 cycles Zones: 44 Random variables: AIA POST95-3FBH-3FBH defect distribution #3 FBH 1:1 POD Curve Stress scatter LN(1.0, 0.2) Life scatter LN(1.0, 0.4) Inspection time N (10000, 0.2)

Results 2.0 WITHOUT INSPECTION WITH INSPECTION 1.5 PROBABILITY DENSITY 1.0 LOWER (95%) CONFIDENCE BOUND TARGET RISK UPPER (95%) CONFIDENCE BOUND 5.0 0.0 0.0 5.0 1.0 1.5 2.0 NORMALIZED PROBABILITY Mean failure probability results are below target risk Upper bound failure probability results are above target risk Apply disk variance reduction techniques

Disk Variance Reduction Uniform Approach 4.0 PROBABILITY DENSITY 3.0 2.0 TARGET RISK 100 samples per zone 1000 10,000 100,000 UPPER 95% CONFIDENCE BOUND MEETS TARGET RISK AT 100,000 SAMPLES PER ZONE 1.0 0.0 0.90 0.95 1.00 1.05 1.10 1.15 1.20 NORMALIZED PROBABILITY Increase number of samples in all zones Target risk satisfied with 100,000 samples per zone Over 4 million total samples for disk

Comparison of Disk Variance Reduction Techniques NORMALIZED PROBABILITY 1.6 1.4 1.2 1.0 8.0 6.0 Uniform - lower bound (95%) Uniform - mean Uniform - upper bound (95%) RCF - lower bound (95%) RCF - mean RCF - upper bound (95%) Optimal - lower bound (95%) Optimal - mean Optimal - upper bound (95%) TARGET RISK 4.0 1.0E+03 1.0E+04 1.0E+05 1.0E+06 1.0E+07 NUMBER OF SAMPLES RCF and optimal techniques require fewer samples to meet target Optimal technique slightly more efficient than RCF technique

Concluding Remarks Potential efficiency gains for probabilistic fatigue life predictions Use response surface (LAF) for deterministic life prediction Use importance sampling instead of Monte Carlo Apply zone refinement to zones with high RCF Optimal choice of number of samples Disk-based variance reduction can be combined with zone discretization to meet target risk with improved efficiency Zone discretization level primary influence on disk risk mean Disk-based variance reduction (number of samples per zone) primary influence on disk risk COV