TECHNICAL PAPERS
Dec 1, 1990

Reliability Analysis of Dynamic Daniels Systems with Local Load‐Sharing Rule

Publication: Journal of Engineering Mechanics
Volume 116, Issue 12

Abstract

A method is developed for estimating and bounding the probability of failure of Daniels systems with brittle fibers of random resistances that are subject to quasistatic or dynamic nonstationary Gaussian load processes. A simple local load‐sharing rule is considered in the analysis to model stress concentrations occurring in the vicinity of failed fibers. The system can have numerous failure paths, depending on the number of fibers, probabilistic characteristics of fiber resistances, and the local load‐sharing rule. Concepts of system reliability are employed to develop bounds of various degrees of accuracy on the reliability of Daniels systems. Random vibration techniques, results of the extreme theory of stochastic processes, and a generalized Slepian model are also used in the developments of the paper. Theoretical findings are illustrated by reliability analysis of Daniels systems with three and four fibers subjected to quasi‐static nonstationary Gaussian loads. Results sugggest that even the simplest bounds can provide a conservative estimate for the reliability of Daniels systems.

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References

1.
Fujita, M., Grigoriu, M., and Rackwitz, R. (1988). “Reliability of Daniels systems oscillators including dynamic redistribution.” Probabilistic methods in civil engineering, P. D. Spanos, ed., ASCE, New York, N.Y., 424–427.
2.
Grigoriu, M. (1987). “Reliability of fiber bundles under random time‐dependent loads.” Lecture Notes in Engineering, Springer‐Verlag, New York, N.Y., 175–182.
3.
Grigoriu, M. (1989a). “Reliability of Daniels systems subject to Gaussian load processes.” Struct. Safety, 6(33), 303–309.
4.
Grigoriu, M. (1989b). “Reliability of Daniels systems subject to quasistatic and dynamic nonstationary Gaussian load processes.” Probabilistic Engrg. Mech., 4(3), 128–134.
5.
Larson, H. J. (1973). Introduction to the theory of statistics. John Wiley and Sons, New York, N.Y.
6.
Leadbetter, M. R., Lindgren, G., and Rootzen, H. (1983). Extremes and related properties of random sequences and processes. Springer‐Verlag, New York, N.Y.
7.
Lin, Y. K. (1976). Probabilistic theory of structural dynamics. Robert E. Krieger Publishing Co., Huntington, N.Y.
8.
Phoenix, S. L. (1978). “The stochastic strength and fatigue of fiber bundles.” Int. J. Fracture, 14, 327–344.
9.
Phoenix, S. L., and Smith, R. L. (1989). “The strength distribution and size effect in a prototypical model for percolation breakdown in materials.” Tech. Rep. 43, Math. Sci. Inst., Cornell Univ., Ithaca, N.Y., Apr.
10.
Taylor, H. M. (1979). “The time to failure of fiber bundles subject to random loads.” Advances in Appl. Probability, 11, 527–541.
11.
Thoft‐Christensen, P., and Murotsu, Y. (1986). Application of structural systems reliability theory. Springer‐Verlag, New York, N.Y.
12.
Wen, Y. K., and Chen, H.‐C. (1987). “On fast integration for time variant structural reliability.” Probabilistic Engrg. Mech., 2(3), 156–162.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 116Issue 12December 1990
Pages: 2625 - 2642

History

Published online: Dec 1, 1990
Published in print: Dec 1990

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Authors

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Mircea Grigoriu, Member, ASCE
Prof. of Struct. Engrg., Cornell Univ., Ithaca, NY 14853

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