TECHNICAL PAPERS
Feb 1, 1995

Limit States of Load-Path-Dependent Structures in Basic Variable Space

Publication: Journal of Engineering Mechanics
Volume 121, Issue 2

Abstract

The concepts of safe and failure regions and limit-state surface in the basic variable space are discussed in this paper. The traditional concept of a limit state surface for load-path-independent problems is not applicable to load-path-dependent problems. Through introducing the concepts of survival paths and immediate survival and failure directions, the basic variable space is divided into three mutually exclusive and collectively exhaustive regions: the failure region, the transition region, and the safe region. Failure can only occur inside the transition zone, and each point in the transition zone has a chance to be critical. For continuous basic variables, the segment of surface that separates the immediate failure directions from immediate survival directions at a point in the transition region can be defined as the limit-state surface. This segment of failure surface is, in general, different for different points in the transition zone, and different for different paths to the same point. Three simple structures are employed to illustrate these concepts.

Get full access to this article

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

References

1.
Bennett, R. M., and Ang, A. H.-S.(1984). “Formulations of structural system reliability.”J. Engrg. Mech., ASCE, 112(11), 1135–1151.
2.
Bogdanoff, J. L., and Kozin, F. (1985). Probabilistic models of cumulative damage . John Wiley and Sons, New York, N.Y.
3.
Cordts, D., and Kollmann, F. G.(1986). “An implicit time integration scheme for inelastic constitutive equations with internal state variables.”Int. J. Numerical Methods in Engrg., 23(4), 533–554.
4.
Ditlevsen, O.(1988). “Probabilistic statics of discretized ideal plastic frames.”J. Engrg. Mech., ASCE, 114(12), 2093–2114.
5.
Ditlevsen, O. (1990). “Asymptotic first-passage time distributions in compound Poisson processes.”Struct. Safety, Amsterdam, The Netherlands, Vol. 8(1–4), 327–336.
6.
Ditlevsen, O.(1991). “Gaussian excited elasto-plastic oscillator with rare visits to the plastic domain.”J. of Sound and Vibration, 145(3), 443–456.
7.
Ghanem, R. G., and Spanos, P. D. (1991). Stochastic finite elements: a spectral approach . Springer-Verlag, New York, N.Y.
8.
Kareem, A., and Li, Y.-S. (1991). “Digital simulation of wind load effects.”Probabilistic mechanics and structural and geotechnical reliability, Y. K. Lin, ed., ASCE, New York, N.Y., 284–287.
9.
Mukherjee, S. (1982). Boundary element methods in creep and fracture . Applied Science Publishers, New York, N.Y.
10.
Shinozuka, M., and Deodatis, G.(1991). “Simulation of stochastic processes by spectral representation.”Appl. Mech. Rev., 44(4), 191–204.
11.
Shinozuka, M., and Yamazaki, F.(1990). “Simulation of stochastic fields by statistical preconditioning.”J. Engrg. Mech., 116(2), 268–287.
12.
Wen, Y. K., and Chen, H-C.(1989). “System reliability under time varying loads: II.”J. Engrg. Mech., ASCE, 115(4), 824–839.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 121Issue 2February 1995
Pages: 299 - 308

History

Published online: Feb 1, 1995
Published in print: Feb 1995

Permissions

Request permissions for this article.

Authors

Affiliations

Wei Wang, Associate Member, ASCE
Res. Assoc., Wind Engrg. Res. Ctr., Texas Tech Univ., Lubbock, TX 79409-1023.
Ross B. Corotis, Fellow ASCE
Dean, Coll. of Engrg. and Appl. Sci., Univ. of Colorado, Boulder, CO 80309; formerly, Assoc. Dean and Hackerman Prof., G.W.C. Whiting School of Engrg., Johns Hopkins Univ., Baltimore, MD 21218.
Martin R. Ramirez, Associate Member, ASCE
Dean, Greenfield Virtual Univ., 4001 W. McNichols Rd., Detroit, MI 48219; formerly, Asst. Prof., Dept. of Civ. Engrg., Johns Hopkins Univ., Baltimore, MD.

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