Bounds on variables are often implemented as a part of a quality control program to ensure a sufficient pedigree of a product component, and these bounds may significantly affect the product’s design through constraints such as cost, manufacturability, and reliability. Thus, it is useful to determine the sensitivity of the product reliability to the imposed bounds. In this work, a method to compute the partial derivatives of the probability-of-failure and the response moments, such as mean and the standard deviation, with respect to the bounds of truncated distributions are derived for rectangular truncation. The sensitivities with respect to the bounds are computed using a supplemental “flux” integral that can be combined with the probability-of-failure or response moment information. The formulation is exact in the sense that the accuracy depends only upon the numerical algorithms employed. The flux integral is formulated as a special case of the probability integral for which the sensitivities are being computed. As a result, the methodology can be implemented with any probabilistic method, such as sampling, first order reliability method, conditional expectation, etc. Moreover, the maximum and minimum values of the sensitivities can be obtained without any additional computational cost. The methodology is quite general and can be applied to both component and system reliability. Several numerical examples are presented to demonstrate the advantages of the proposed method. In comparison, the examples using Monte Carlo sampling demonstrated that the flux-based methodology achieved the same accuracy as a standard finite difference approach using approximately 4 orders of magnitude fewer samples. This is largely due to the fact that this method does not rely upon subtraction of two near-equal numbers.

References

1.
Grandt
,
A. F.
, Jr.
, 2004,
Fundamentals of Structural Integrity
,
John Wiley & Sons
,
Hoboken, NJ
.
2.
Broek
,
D.
, 1989,
The Practical Use of Fracture Mechanics
,
Springer
,
New York
.
3.
Subteam to the Aerospace Industries Association Rotor Integrity Subcommittee
, 1997, “
The Development of Anomaly Distributions for Aircraft Engine Titanium Disk Alloys
,”
38th AIAA/ASME/ASCE/AHS/ASC SDM Conference
,
AIAA
,
Orlando, FL
, pp.
2543
2553
.
4.
Frey
,
H. C.
, and
Patil
,
S. R.
, 2002, “
Identification and Review of Sensitivity Analysis Methods
,”
Risk Anal.
,
22
(
3
), pp.
553
578
.
5.
Helton
,
J.
,
Johnson
,
J. D.
,
Sallaberry
,
C. J.
, and
Storlie
,
C. B.
, 2006, “
Survey of Sampling-Based Methods for Uncertainty and Sensitivity Analysis
,”
Reliab. Eng. Syst. Saf.
,
91
, pp.
1175
1209
.
6.
Sobol’
,
I. M.
, 2001, “
Global Sensitivity Indices for Nonlinear Mathematical Models and Their Monte Carlo Estimates
,”
Math. Comput. Simul.
,
55
(
1–3
), pp.
271
280
.
7.
Homma
,
T.
, and
Saltelli
,
A.
, 1996, “
Importance Measures in Global Sensitivity Analysis of Nonlinear Models
,”
Reliab. Eng. Syst. Saf.
,
52
, pp.
1
17
.
8.
Saltelli
,
A.
,
Ratto
,
M.
,
Andres
,
T.
,
Campolongo
,
F.
,
Cariboni
,
J.
,
Gatelli
,
D.
,
Saisana
,
M.
, and
Tarantola
,
S.
, 2008,
Global Sensitivity Analysis, The Primer
,
John Wiley & Sons
,
Chichester, England
.
9.
Liu
,
H.
,
Chen
,
W.
, and
Sudjianto
,
A.
, 2006, “
Relative Entropy Based Method for Probabilistic Sensitivity Analysis in Engineering Design
,”
ASME J. Mech. Des.
,
128
, pp.
326
336
.
10.
Madsen
,
H. O.
,
Krenk
,
L.
, and
Lind
,
N. C.
, 2006,
Methods of Structural Safety
,
Dover Publications
,
New York
.
11.
Madsen
,
H. O.
, 1988, “
Omission Sensitivity Factors
,”
Struct. Saf.
,
5
(
1
), pp.
35
45
.
12.
Kleijnen
,
J. R. C.
, and
Rubinstein
,
R. Y.
, 1996, “
Optimization and Sensitivity Analysis of Computer Simulation Models by the Score Function Method
,”
Eur. J. Oper. Res.
,
88
, pp.
413
427
.
13.
Rubinstein
,
R. Y.
, and
Shapiro
,
A.
, 1993,
Discrete Event Systems, Sensitivity Analysis and Stochastic Optimization by the Score Function Method
,
John Wiley & Sons
,
Chichester, England
.
14.
Karamchandani
,
A. K.
, 1990, “
New Approaches to Structural System Reliability
,” Ph.D. thesis, Department of Civil Engineering, Stanford University, Stanford, CA 94305.
15.
Wu
,
Y.-T.
, 1994, “
Computational Methods for Efficient Structural Reliability and Reliability Sensitivity Analysis
,”
AIAA J
.
32
(
8
), pp.
1717
1723
.
16.
Wu
,
Y.-T.
, and
Mohanty
,
S.
, 2006, “
Variable Screening and Ranking Using Sampling-Based Sensitivity Measures
,”
Reliab. Eng. Syst. Saf.
,
91
, pp.
634
647
.
17.
Sues
,
R. H.
, and
Cesare
,
M. A.
, 2005, “
System Reliability and Sensitivity Factors via the MPPSS Method
,”
Probab. Eng. Mech.
20
(
2
), pp.
148
157
.
18.
Millwater
,
H. R.
, 2009, “
Universal Properties of Kernel Functions for Probabilistic Sensitivity Analysis
,”
Probab. Eng. Mech.
24
, pp.
89
99
.
19.
Flanders
,
H.
, 1973, “
Differentiation Under the Integral Sign
,”
Am. Math. Monthly
,
80
(
6
), pp.
615
627
.
20.
Fung
,
Y. C.
, 1965,
Foundations of Solid Mechanics
,
Prentice-Hall
,
Englewood Cliffs, NJ
, pp.
120
121
.
21.
Ang
,
A. H. -S.H.-S.
, and
Tang
,
W. H.
, 1984,
Probability Concepts in Engineering Planning and Design
,
Volume II
,
John Wiley & Sons
,
Hoboken, NJ
.
22.
Rubinstein
,
R. Y.
, and
Kroese
,
D. P.
, 2007,
Simulation and the Monte Carlo Method
, 2nd ed.,
Wiley-Interscience
,
Hoboken, NJ
.
You do not currently have access to this content.