TECHNICAL NOTES
Feb 1, 1998

Efficient Algorithm for Fatigue Life Calculations under Broad Band Loading Based on Peak Approximation

Publication: Journal of Engineering Mechanics
Volume 124, Issue 2

Abstract

In this paper, a new method of fast fatigue life prediction under broad band (BB) random loading is proposed, which is based on statistical theory of the peak distribution of a stationary Gaussian random process and the concept of equivalent stress range. The equivalent stress range in the model can be calculated directly by frequency domain parameters, obviating the need for cycle-by-cycle counting and damage summation. The new method offers a great advantage when compared with any other existing approximate methods that are based on the peak stress distribution.

Get full access to this article

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

References

1.
Chaudhury, G. K., and Dover, W. D.(1985). “Fatigue analysis of offshore platforms subject to sea wave loading.”Int. J. Fatigue, 7(1), 13–19.
2.
Chow, C. L., and Li, D. L.(1991). “An analytical solution for fast fatigue assessment under wide-band random loading.”Int. J. Fatigue, 13(5), 395–404.
3.
Huston, W. B., and Skopinski, T. H. (1956). “Probability and frequency characteristics of some flight buffet loads.”NACA TN3733, NACA, Washington, D.C.
4.
Kam, J. C. P.(1990). “Recent development in the fast corrosion fatigue analysis of offshore structures under random wave loading.”Int. J. Fatigue, 12(6), 458–468.
5.
Kam, J. C. P., and Dover, W. D.(1988). “Part 2: fast fatigue assessment procedure for offshore structures under random stress history.”Proc. Inst. Civ. Engrg., 85, 689–700.
6.
Rice, S. O. (1955). “Mathematical analysis of random noise.”Selected papers on noise and stochastic processes, N. Wax, ed., Dover, New York.
7.
Wirsching, P. H. (1980). “Fatigue under wide band random stress.”J. Struct. Div. Am. Soc. Civ. Engrg., 1593–1606.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 124Issue 2February 1998
Pages: 233 - 236

History

Published online: Feb 1, 1998
Published in print: Feb 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Pengmin
Vice. Prof. and Doctoral Postgrad., Dept. of Mech. Engrg., Lanzhou Railway Inst., Lanzhou 730070, People's Republic of China.
Banghua Zhao
Prof., Dept. of Mech. Engrg., Lanzhou Railway Inst., Lanzhou 730070, P.R. China.
Junmao Yan
Prof., Res. Inst. of Railway Vehicle, Southwest Jiaotong Univ., Chengdu 610031, People's Republic of China.

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