TECHNICAL PAPERS
Oct 1, 1984

Fatigue Reliability of Parallel Member Systems

Publication: Journal of Structural Engineering
Volume 110, Issue 10

Abstract

A method is developed for calculating the probability of progressive collapse due to fatigue for structural systems in which members are connected in parallel and for parallel member systems connected in series. Formulation of the method is “exact” and is based on the assumptions of equal member load sharing and identically distributed fatigue lives. Numerical integration is used to evaluate the probabilities that also include the effect of statistical correlation between the fatigue lives of different elements. An expression to quantify the degree of correlation is developed. The method is applied to systems of up to eight parallel members, with each member consisting of an arbitrary number of joints of equal fatigue life connected in series. The resulting probabilities are compared to a previously published progressive collapse study, which used a Monte Carlo simulation technique. Insight is provided concerning the importance of correlation effects in systems fatigue analysis. The method can be useful in fatigue design criteria development, since it relates the reliability of an individual element to the reliability of the complete system comprised of the elements. Because the method is “exact,” it can be used as a good test case for future work in the development of system reliability methods for more general applications.

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References

1.
Galambos, T. V., “Load and Resistance Factor Design,” Engineering Journal, American Institute of Steel Construction, Vol. 18, No. 3, 1981.
2.
Martindale, S. G., and Wirsching, P. H., “Reliability‐Based Progressive Fatigue Collapse,” Journal of Structural Engineering, ASCE, Vol. 109, No. ST8, Aug., 1983, pp. 1792–1811.
3.
Moses, F., “Utilization of a Reliability‐Based API RP2A Format on a Platform Design,” American Petroleum Institute PRAC Project 81‐22, Nov., 1982.
4.
Moses, F., “System Reliability Developments in Structural Engineering,” Structural Safety, Vol. 1, No. 1, Sept., 1982.
5.
Rationalization of Safety and Serviceability Factors in Structural Codes, CIRIA Report 63, seminar ed., U.K. Construction Industry Research and Information Association, London, England, 1976.
6.
Shinozuka, M., and Itagaki, H., “On the Reliability of Redundant Structures,” presented at the July, 1966, Fifth Annual Reliability and Maintainability Conference, held at New York, N.Y.
7.
Wirsching, P. H., “Fatigue Reliability for Offshore Structures,” presented at the Oct., 1983, ASCE Annual Convention and Structures Congress, held at Houston, Tex.
8.
Wirsching, P. H., “Probability‐Based Fatigue Design Criteria for Offshore Structures,” Final Report, American Petroleum Institute, PRAC Project No. 81‐15, Jan., 1983.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 110Issue 10October 1984
Pages: 2307 - 2323

History

Published online: Oct 1, 1984
Published in print: Oct 1984

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Authors

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Bernhard Stahl, M. ASCE
Research Assoc., Amoco Production Co., P.O. Box 591, Tulsa, Okla. 74102
John F. Geyer
Research Engr., Amoco Production Co., P.O. Box 591, Tulsa, Okla. 74102

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