TECHNICAL NOTE
Jan 1, 1994

Sensitivity Analysis of Reliability‐Based Optimal Solution

Publication: Journal of Engineering Mechanics
Volume 120, Issue 1

Abstract

The paper examines reliability‐based optimization problems formulated as the minimization of an objective function with reliability constraints that model the requirements for the reliability index of component failure modes. It is briefly described how these problems can be solved. The main contribution of the paper is given in the sensitivity analysis of the optimal solution at the optimal stationarity point, i.e., the sensitivity of the objective function and the optimal solution point due to changes in the various model parameters (nonoptimization variables). For the case of sensitivity analysis of the objective function with respect to a model parameter, it is shown by use of perturbation techniques that the total derivative of the objective function (taken at the optimal point) equals the partial derivative of the Lagrange function of the problem. Hereby, the sensitivities of the objective function can be achieved quickly and efficiently. In the case of sensitivity analysis of the optimal point due to a change in a model parameter, an equation system is presented. It is shown that the second‐order derivatives of the element reliability indices are necessary. Expressions for these second‐order derivatives are then derived by perturbation of the optimality conditions of the underlying reliability‐index‐optimization problem.

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References

1.
Bjerager, P., and Krenk, S. (1989). “Parametric sensitivity in first order reliability theory.” J. Engrg. Mech., ASCE, 115(7), 1577–1582.
2.
Enevoldse, I. (1992). “Reliability‐based optimization as an information tool.” Structural reliability theory paper no. 102, The University of Aalborg, Denmark.
3.
Enevoldsen, I. (1991). “Reliability‐based structural optimization,” PhD thesis. The University of Aalborg, Aalborg, Denmark.
4.
Gill, P. E., Murray, W., and Wright, M. H. (1981). Practical optimization. Academic Press, Inc., London, England.
5.
Liu, P. L., and der Kiureghian, A. (1991). “Optimization algorithms for structural reliability.” Struct. Safety, 9, Elsevier, Amsterdam, The Netherlands, 161–177.
6.
Madsen, H. O., Krenk, S., and Lind, N. C. (1986). Methods of structural safety. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
7.
Powell, M. J. D. (1982). “VMCWD: a FORTRAN subroutine for constrained optimization.” Report DAMTP 1982/NA4, Cambridge Univ., Cambridge, England.
8.
Schittkowski, K. (1985). “NLPQL: a FORTRAN subroutine solving constrained non‐linear programming problems.” Annals of Operations Res., Vol. 5, 485–500.
9.
Sobieski, J. S., Barthelemy, J.‐F., and Riley, K. M. (1982). “Sensitivity of optimal solutions of problem parameters.” AIAA J., 20(9), 1291–1299.
10.
Sørensen, J. D., and Enevoldsen, I. (1992). “Sensitivity analysis in reliability‐based shape optimization.” NATO ASI Series E, B. H. V. Topping, ed., 221, 617–638, Kluwer Academic Publishers, Dordrecht, The Netherlands.
11.
Vanderplaats, G. N. (1984). Numerical optimization techniques for engineering design. McGraw‐Hill, N.Y.

Information & Authors

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 120Issue 1January 1994
Pages: 198 - 205

History

Received: Jun 15, 1992
Published online: Jan 1, 1994
Published in print: Jan 1994

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Authors

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Ib. Enevoldsen
Asst. Prof., Dept. of Build. Tech. and Struct. Engrg., Univ. of Aalborg, Sohngaardsholmsvej 57, DK‐9000 Aalborg, Denmark

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