TECHNICAL PAPERS
Sep 1, 1990

Feasibility of Auto‐Regressive Simulation Model for Fatigue Studies

Publication: Journal of Structural Engineering
Volume 116, Issue 9

Abstract

Experimental results from 20 welded specimens are presented to establish the validity of an auto‐regressive simulation technique for fatigue studies. The key parameter in simulating time histories with the auto‐regressive model is the correlation coefficient of the subsequent extrema of the loading process, which seems to be a useful measure in determining the fatigue damage. The auto‐regressive model can be used to simulate loadings that have unimodal (both rectangular and smooth) power spectral densities. Fatigue estimates with narrowband and somewhat broadband normal and nearly normal loadings are performed. Experimental results indicate that the time histories simulated using the auto‐regressive model produce the same fatigue damage as those simulated by the commonly used Gaussian simulation technique. Fatigue‐life predictions by the commonly used analytical techniques, however, substantially overestimate the experimental results.

Get full access to this article

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

References

1.
Benjamin, J. R., and Cornell, C. A. (1970). Probability statistics and decision for civil engineers. McGraw‐Hill, Inc., New York, N.Y.
2.
Downing, S. D., and Socie, D. F. (1982). “Simple rainflow counting algorithms.” Int. J. Fatigue, 4(1), 31–40.
3.
Holmes, R. (1978). “Fatigue and corrosion fatigue of welded joints under random load conditions.” Proc. European Offshore Steels Research Select Seminar, Welding Institute, 288–335.
4.
Larsen, C. E. (1987). “Random process simulation for stochastic fatigue analysis,” thesis presented to Rice University, at Houston, Tex., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5.
Lutes, L. D., et al. (1984). “Stochastic fatigue damage accumulation.” J. Struct. Div., ASCE, 110(11), 2585–2601.
6.
Matsuishi, M., and Endo, T. (1968). “Fatigue of metals subjected to varying stress.” Presented to the Japan Society of Mech. Engrs., Fukuoka, Japan.
7.
Miles, J. W. (1954). “On structural fatigue under random loading.” J. Aeronaut. Sci., 21, 753–762.
8.
Miner, M. A. (1945). “Cumulative damage in fatigue.” J. Appl. Mech. Trans. ASME, 12(3), A159‐A164.
9.
Palmgren, A. (1924). “DieLebensdauer von Kugallagern.” VDI‐Zeitschfit, 68(14), 339–341(in German).
10.
Sarkani, S. (1986). “Experimental and analytical stochastic fatigue of welded steel joints,” thesis presented to Rice University, at Houston, Tex., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
11.
Sarkani, S., and Lutes, L. D. (1988a). “Residual stress effects in fatigue of welded joints.” J. Struct. Engrg., ASCE, 114(2), 462–474.
12.
Sarkani, S., and Lutes, L. D. (1988b). “Fatigue experiments under pseudo‐narrowband loads.” J. Struct. Engrg., ASCE, 114(8), 1901–1916.
13.
Wirsching, P. H., and Light, M. C. (1980). “Fatigue under wide band random stresses.” J. Struct. Engrg. Div., ASCE, 106(7), 1593–1607.
14.
Zimmerman, J. J. (1983). “Stochastic stress simulation for fatigue analysis,” thesis presented to Rice University, at Houston, Tex., in partial fulfillment of the requirements for the degree of Master of Science.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 116Issue 9September 1990
Pages: 2481 - 2495

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Shahram Sarkani, Associate Member, ASCE
Assoc. Prof. of Civ. Engrg., George Washington Univ., Washington, D.C. 20052

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