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Research Papers

A Robust Approach to Quantification of Margin and Uncertainty

[+] Author and Article Information
Daniel J. Segalman

Department of Mechanical Engineering,
Michigan State University,
East Lansing, MI 48824
e-mail: segalman@egr.MSU.edu

Thomas L. Paez

Thomas Paez Consulting,
12605 Osito Ct NE,
Albuquerque, NM 87111
e-mail: tlpaez4444@gmail.com

Lara E. Bauman

Livermore, CA
e-mail: lara.bauman@gmail.com

Manuscript received October 7, 2015; final manuscript received February 26, 2017; published online April 4, 2017. Assoc. Editor: David Moorcroft.

J. Verif. Valid. Uncert 2(1), 011005 (Apr 04, 2017) (10 pages) Paper No: VVUQ-15-1045; doi: 10.1115/1.4036180 History: Received October 07, 2015; Revised February 26, 2017

A systematic approach to defining margin in a manner that incorporates statistical information and accommodates data uncertainty but does not require assumptions about specific forms of the tails of distributions is developed. A margin that is insensitive to the character of the tails of the relevant distributions (tail insensitive margin, TIM) is defined. This is complemented by the calculation of probability of failure (PoF) where the load distribution is augmented by a quantity equal to the TIM. This approach avoids some of the perplexing results common to traditional reliability theory where, on the basis of very small amounts of data, one is led to extraordinary claims of infinitesimal probability of failure. Additionally, this approach permits a more meaningful separation of statistical and engineering issues.

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References

Freudenthal, A. M. , Garrelts, J. M. , and Shinozuka, M. , 1966, “ The Analysis of Structural Safety,” J. Struct. Div., Proc. Am. Soc. Civ. Eng., 92(ST1), pp. 267–325.
Ang, A.-S. , and Amin, M. , 1968, “ Reliability of Structures and Structural Systems,” ASCE J. Eng. Mech. Div., 94, pp. 671–691.
Madsen, H. O. , Krenk, S. , and Lind, N. C. , 2006, Methods of Structural Safety, Courier Corporation, Dover Publications, New York.
Wu, Y.-T. , and Wirsching, P. H. , 1987, “ New Algorithm for Structural Reliability Estimation,” J. Eng. Mech., 113(9), pp. 1319–1336. [CrossRef]
Rosenblatt, M. , 1956, “ Remarks on Some Nonparametric Estimates of a Density Function,” Ann. Math. Stat., 27(3), pp. 832–837. [CrossRef]
Rackwitz, R. , 2001, “ Reliability Analysis—A Review and Some Perspectives,” Struct. Saf., 23(4), pp. 365–395. [CrossRef]
Der Kiureghian, A. , 2008, “ Analysis of Structural Reliability Under Parameter Uncertainties,” Prob. Eng. Mech., 23(4), pp. 351–358. [CrossRef]
Der Kiureghian, A. , 1989, “ Measures of Structural Safety Under Imperfect States of Knowledge,” J. Struct. Eng., 115(5), pp. 1119–1140. [CrossRef]
Krishnamoorthy, K. , and Mathew, T. , 2009, Statistical Tolerance Regions: Theory, Applications, and Computation, Vol. 744, Wiley, Hoboken, NJ.
Fisher, R. A. , 1934, “ Two New Properties of Mathematical Likelihood,” Proc. R. Soc. London, Ser. A, 144(852), pp. 285–307. [CrossRef]
Ang, A. H.-S. , and Tang, W. H. , 1975, Probability Concepts in Engineering Planning and Design: Volume I—Basic Principles, Wiley, Hoboken, NJ.
Benjamin, J. R. , and Cornell, C. A. , 1970, Probability Statistics and Decision for Civil Engineers, McGraw-Hill Book, New York.
Weibull, W. , 1951, “ A Statistical Distribution Function of Wide Applicability,” ASME J. Appl. Mech., 18(3), pp. 293–297.
Committee of the National Research Council, 2008, Evaluation of Quantification of Margins and Uncertainties Methodology for Assessing and Certifying the Reliability of the Nuclear Stockpile, The National Academies Press, Washington, DC.
Parzen, E. , 1962, “ On Estimation of a Probability Density Function and Mode,” Ann. Math. Stat., 33(3), pp. 1065–1076. [CrossRef]
Efron, B. , 1979, “ Computers and the Theory of Statistics: Thinking the Unthinkable,” SIAM Rev., 21(4), pp. 460–480. [CrossRef]
Efron, B. , 1979, “ Bootstrap Methods: Another Look at the Jackknife,” Ann. Stat., 7(1), pp. 1–26. [CrossRef]
Aven, T. , 2013, “ On the Meaning of a Black Swan in a Risk Context,” Saf. Sci., 57, pp. 44–51. [CrossRef]
Paté-Cornell, E. , 2012, “ On ‘Black Swans' and ‘Perfect Storms': Risk Analysis and Management When Statistics Are Not Enough,” Risk Anal., 32(11), pp. 1823–1833. [CrossRef] [PubMed]
Feynman, R. P. , 1988, What Do You Care What Other People Think?: Further Adventures of a Curious Character, W. W. Norton & Company, New York.

Figures

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Fig. 1

An otherwise linear structure with nonlinear elements between nodes 5 and 21

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Fig. 2

Histogram of 30 loads and 25 strengths. The histograms are each normalized to integrate to one.

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Fig. 3

Multiple distributions fitted to the available load and strength realizations. The load and strength data are indicated by blue and red tick marks, respectively.

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Fig. 4

Probability of failure (PoF) calculated using multiple distributions fitted to the shifted load and strength data

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Fig. 5

A notional depiction of the translation of load realizations that causes the top 5% of the revised load to extend beyond the bottom 5% of the strengths. The abscissa represents load and strength data.

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Fig. 6

The load realizations translated by M95∕5, their approximating PDFs, the strength realizations, and their approximate strength PDFs

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Fig. 7

Contours of the joint PDF, fXfY (ellipses) and integration domains of Eq. (1.3) (lower, green cross-hatched region) and (2.1) (blue and green cross-hatched regions)

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Fig. 8

The TIM/PFM margin and uncertainty approach embodied in Eq. (2.1) is suggested by the statistical statement about flood levels that have actually been observed (50-yr flood mark) and the distance (30 m) between rare, high flood levels and the base of the house shown

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Fig. 9

The TIM can be approximated using a combination of the empirical cumulative distribution function of load and a delta function approximation for the PDF of strength. The blue curve is the ECDF of load.

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Fig. 10

The probability of failure including margin (PFM) can be estimated by integrating the product of the KDE approximations for the PDF (fY) for strength and the complementary CDF for translated load (1 − FX(x − M)), where M is the tail independent margin (TIM). To put both plots in the same figure, the PDF of strength is normalized by its peak value.

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Fig. 11

Bootstrap resampling is used to obtain 1000 other plausible sets of realizations of load and of strength. The low 20% load and the high 20% strength distributions are shown in thick blue and red lines, respectively. Abscissas are load (left) and strength (right), and ordinates are cumulative probabilities.

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Fig. 12

KDE estimates for CDFs for load (left) and strength (right) from 1000 resamplings each. The low 20% load and the high 20% strength distributions are shown in thick blue and red lines, respectively. Abscissas are load (left) and strength (right), and ordinates are cumulative probabilities.

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