TECHNICAL PAPERS
Oct 1, 2006

Four Alternative Definitions of the Fuzzy Safety Factor

Publication: Journal of Aerospace Engineering
Volume 19, Issue 4

Abstract

The concept of safety factor is nearly universally applied in structural engineering. There are presently several approaches for probabilistic interpretation of the safety factors in the literature. Herein we generalize the above approaches to derive four possible definitions of safety factor that are based on fuzzy sets: (1) the central fuzzy safety factor is defined as the ratio of the centroid abscissas of the membership functions, respectively, of the capacity and the demand of the structure; (2) the characteristic value of fuzzy safety factor as the lower bound of the α cut of the fuzzy safety factor for a specified level of the membership function; (3) the mean value of fuzzy safety factor as the centroid abscissa of the fuzzy capacity-to-demand ratio; and (4) the fuzzy multiplicative safety factor is defined as the abscissa of the centroid of the capacity multiplying to the abscissa of the centroid of the inverse of the demand. Fundamental problem of the strength of materials, namely, tension of an element subjected to an axial load, is analyzed in the context of the above four fuzzy safety factors.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

I.E. acknowledges partial financial support of the J. M. Rubin Foundation at the Florida Atlantic University. B.F. appreciates the financial support of University of Bologna (R.F.O.-ex 60% grant) and of Florida Atlantic University, Department of Mechanical Engineering. This paper is dedicated to Dr. Ahmed K. Noor who significantly contributed to the introduction of fuzzy sets in engineering (see, for example Noor et al. 2000, 2001, Wasfy and Noor 1998a,b; Abdel-Tawab and Noor 1999).

References

Abdel-Tawab, K., and Noor, A. K. (1999). “A fuzzy-set analysis for a dynamic thermo-elasto-viscoplastic damage response.” Comput. Struct., 70(1), 91–107.
Ayyub, B. M., ed. (1998). Uncertainty modelling and analysis in civil engineering, CRC, Boca Raton, Fla.
Ben-Haim, Y. (1996). Robust reliability in the mechanical sciences, Springer, Berlin.
Ben-Haim, Y., and Elishakoff, I. (1990). Convex models of uncertainty in applied mechanics, Elsevier, Amsterdam, The Netherlands.
Birger, I. A. (1970). “Probability of failure, safety factors and diagnostics.” Proc., Problems of Mechanics of Solid Bodies, Sudostroenie, Leningrad, 71–82 (in Russian).
Blockley, D. I. (1992). Engineering safety, McGraw–Hill, New York.
Bolotin, V. V. (1965). Statistical methods in structural mechanics, Gosstroiizdat, Moscow (in Russian).
Bruhn, E. F., ed. (1975). Analysis and design of missile structures, Tri-State Offset Company, Cincinnati.
Cai, K., Wen, C., and Zhang, M. (1991). “Fuzzy variables as a basis for the theory of fuzzy reliability in the possibility context.” Fuzzy Sets Syst., 42(2), 145–172.
Dubois, D., and Prade, H. (1980). Fuzzy sets and systems: Theory and applications, Academic, New York.
Elishakoff, I. (1983). Probabilistic theory of structures, 1st Ed., Wiley, New York.
Elishakoff, I. (1999a). Probabilistic theory of structures, 2nd Ed., Dover, Mineola, N.Y.
Elishakoff, I., ed. (1999b). Whys and hows in uncertainty modeling: Probability, fuzziness and anti-optimization, Springer, Wien, Germany.
Elishakoff, I. (2004). Safety factors and reliability: Friends or foes? Kluwer Academic, Dordrecht, The Netherlands.
Freudenthal, A. M. (1957). “Safety and safety factor for airframes.” Rep. No. 153, NATO, Palais de Chaillot, Paris.
Kaufmann, A., and Gupta, M. M. (1985). Introduction to fuzzy arithmetic: Theory and applications, Van Nostrand, New York.
Klir, G. K., St. Clair, U., and Yuan, B. (1997). Fuzzy set theory: Foundations and applications, Prentice–Hall, New York.
Kwakernaak, H. (1978). “Fuzzy random variables. I: Definitions and theorems.” Inf. Sci. (N.Y.), 15(1), 1–29.
Maymon, G. (2000). “The stochastic safety factor—A bridge between deterministic and probabilistic structural analyses.” Proc., 5th Int. Conf. on Probabilistic Safety Assessment and Management, Osaka, Japan, 693–699.
Möller, B., and Beer, M. (2004). Fuzzy randomness: Uncertainty in civil engineering and computational mechanic, Springer, Berlin.
Noor, A. K., Starnes, J. H., Jr., and Peters, J. M. (2000). “Uncertainty analysis of composite structures.” Comput. Methods Appl. Mech. Eng., 185(2–4), 413–432.
Noor, A. K., Starnes, J. H., Jr., and Peters, J. M. (2001). “Uncertainty analysis of stiffened composite panels.” Compos. Struct., 51(2), 139–158.
Norton, R. L. (2000). Machine design, Prentice–Hall, Upper Saddle River, N.J., 19–22.
Qu, X., and Haftka, R. T. (2002). “Response surface approach using probabilistic safety factor for reliability—Based design optimization.” Proc., 2nd Annual Probabilistic Method Conf., Newport Beach, Calif.
Rzhanitsyn, A. R. (1947). “Determination of safety factor in construction.” Stroitel’naya Promishlennost, No. 8 (In Russian).
Savoia, M. (2002). “Structural reliability analysis through fuzzy number approach, with application to stability.” Comput. Struct., 80(12), 1087–1102.
Wasfy, T. M., and Noor, A. K. (1998a). “Application of fuzzy sets to transient analysis of space structures.” Finite Elem. Anal. Design, 29(3–4), 153–171.
Wasfy, T. M., and Noor, A. K. (1998b). “Finite element analysis of flexible multibody systems with fuzzy parameters.” Comput. Methods Appl. Mech. Eng., 160(3–4), 223–243.
Zhao, R., and Goving, R. (1991). “Defuzzification of fuzzy intervals.” Fuzzy Sets Syst., 43(1), 45–55.

Information & Authors

Information

Published In

Go to Journal of Aerospace Engineering
Journal of Aerospace Engineering
Volume 19Issue 4October 2006
Pages: 281 - 287

History

Received: Jul 29, 2005
Accepted: Apr 11, 2006
Published online: Oct 1, 2006
Published in print: Oct 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Isaac Elishakoff [email protected]
Dept. of Mechanical Engineering, Florida Atlantic Univ., 777 Glades Rd., Boca Raton, FL 33431-0991. E-mail: [email protected]
Barbara Ferracuti [email protected]
Dept. of Structural Engineering (DISTART), Univ. of Bologna, Viale Risorgimento 2, Bologna, Italy (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share