Experimental Design for Composite Overwrapped Pressure Vessel Life Prediction
Anne Ryan Driscoll
Department of Statistics Virginia Tech Blacksburg, VA 24061-0439 USA
adriscoll@vt.edu
1
Overwrapped Pressure Vessel Life Prediction Anne Ryan Driscoll - - PowerPoint PPT Presentation
Experimental Design for Composite Overwrapped Pressure Vessel Life Prediction Anne Ryan Driscoll Department of Statistics Virginia Tech Blacksburg, VA 24061-0439 USA adriscoll@vt.edu 1 Outline Overview of NESC Project Statistical
Department of Statistics Virginia Tech Blacksburg, VA 24061-0439 USA
adriscoll@vt.edu
1
Communication Assumption Checking 2
Transport gasses under high pressure Metal Liner Wrapped by a Series of Carbon Strands
Primary Focus on Strands Secondary Focus on Relationship to Vessels Strands Less Expensive to Test
3
− 𝑢𝑗 𝑢𝑠𝑓𝑔𝑇𝑆𝜍
𝛾
𝜍: Sensitivity to Stress Ratio 𝛾: Shape parameter for time to Failure 𝑢𝑠𝑓𝑔: Reference time to Failure
4
Relevant strand study conducted at a national
57 strands at high loads for 10 years Net information learned:
Strands either fail very early or Last more than 10 years
Limited information based on 10 years of study!
5
Reliability Engineers:
Statisticians:
Project Engineers
6
7
systematic approach for problem solving constant interplay between the concrete and
model building data collection data analysis data interpretation.
9
10
11
Limited initial information Must determine
12
Different Factors and/or Levels Move to New Experimental Region
13
14
Proper soft skills Proper project management
15
Much larger study that the original 10 year study Censor very early Reduces time Allows the larger study in a practical
16
17
Small study (although bigger than the national
Statistical goal: Determine if the parameters
Note: Phase A gave the team an opportunity
18
Planned time required: 1 year Used 4 “blocks” of equal numbers of strands
early
Study assumed the “classic” Weibull model Size of the experiment assured ability to
19
Serious problem occurred with the gripping in the
first block
Serious conversations with possibility of
replacing!
Other three blocks well behaved and by
themselves produced better than the planned precision for the estimates
20
Opportunity to Confirm Initial Study
Allowed opportunity to revise the
21
Allowed opportunity to model changes in
Mitigated the problem with the first
Provided simple mechanism for
22
Engineers and Statisticians Speak very Different
Languages
Must Use the Simplest Language that Can
Address the Question of Interest
Under-appreciated by Engineers Fundamental to Statistical Standards of Practice Engineering Language Often Inadequate
23
24
− 𝑢𝑗 𝑢𝑠𝑓𝑔𝑇𝑆𝜍
𝛾
Re-parameterization of the Engineering Model Uses Relationship between Weibull and the
If 𝑢𝑗 is Weibull, then ln(𝑢𝑗) is SEV 25
− 𝑢𝑗 𝜃𝑗
𝛾
𝑢𝑠𝑓𝑔 𝑇𝑆𝜍
− 𝑢𝑗 𝑢𝑠𝑓𝑔𝑇𝑆𝜍
𝛾
− 𝑢𝑗 𝜃𝑗
𝛾
26
𝜏
1 𝛾
27
− 𝑢𝑗 𝜃
𝛾
− 𝑢𝑗 𝑢𝑠𝑓𝑔𝑇𝑆𝜍
𝛾
28
29
𝑨𝑗 = 1 if a vessel 𝑨𝑗 = 0 if a strand
Very natural for the statistician Very un-natural for the engineer 30
Planning All Phase A analyses Initial Phase B analyses
More complicated situations (Combined
31
32
“Raw” Residuals
33
34
Highly Skewed Large Variability around Predicted Value Censoring Compounds Problem Normal Theory Interpretation Problematic
35
X axis: Standardized Residuals Y axis: ln −ln
𝑆𝑓𝑛𝑞 𝑢𝑗
36
37
Note: Just example data, not the data from NESC project
Engineers See No Proper Rationale Engineers Reject as “Ivory Tower”
38
39
− 𝑢𝑗 𝑢𝑠𝑓𝑔𝑇𝑆𝜍
𝛾
𝛾
40
41
Statistician Needed to Understand Engineer’s
Statistician Needed to Teach the Engineer
Required Huge Trust on Both Sides! 42
43