0
BRIEF NOTES

On the Unification of Yield Criteria

[+] Author and Article Information
S. C. Fan, S.-Y. Yang

School of Civil & Structural Engineering, Nanyang Technological University, Nanyang Avenue, Singapore 639798

M.-H. Yu

School of Civil Engineering & Mechanics, Xi’an Jiaotong University, Xi’an 710049, China

J. Appl. Mech 68(2), 341-343 (Feb 16, 1999) (3 pages) doi:10.1115/1.1320451 History: Accepted February 16, 1999; Received February 16, 1999; Revised November 01, 2000
Copyright © 2001 by ASME
Your Session has timed out. Please sign back in to continue.

References

Chen, W. F., and Han, D. J., 1988, Plasticity for Structural Engineers, Springer-Verlag, New York.
Mogi,  K., 1967, “Effect of Intermediate Principal Stress on Rock Failure,” J. Geophys. Res., 72, pp. 5117–5131.
Michelis,  P., 1987, “True Triaxial Cyclic Behavior of Concrete and Rock in Compression,” Int. J. Plast., 3, No. 2, pp. 249–270.
Faruque,  M. O., and Chang,  C. J., 1990, “A Constitutive Model for Pressure Sensitive Materials With Particular Reference to Plain Concrete,” Int. J. Plast., 6, No. 1, pp. 29–43.
Li, X. C., and Xu, D. J., 1990, “Experimental Verification of Twin Shear Strength Theory—The Strength Properties of Granite Under True Triaxial Stress State,” Wuhan Institute of Rock and Soil Mechanics, Chinese Academy of Science, Paper Yantu (90) 52 (in Chinese).
Yu,  M. H., 1983, “Twin Shear Stress Yield Criterion,” Int. J. Mech. Sci., 25, No. 1, pp. 71–74.
Yu,  M. H., He,  L. N., and Song,  L. Y., 1985, “Twin Shear Stress Theory and Its Generalization,” Sci. Sinica A, 28, No. 1, pp. 1174–1183.
Yu,  M. H., Yang,  S.-Y., and Fan,  S. C., 1999, “Unified Elasto-Plastic Associated and Non-Associated Constitutive Model,” Comput. Struct., 71, No. 6, pp. 627–636.

Figures

Grahic Jump Location
Different yield loci on the π-plane for non-SD materials (σtc or β=0)
Grahic Jump Location
Different yield loci on the π-plane for SD materials (σt≠σc or β≠0)
Grahic Jump Location
TS-unified can reflect the σ2 effect in a piecewise linear manner; (a) α=1 and σ3t=0.2 case; (b) α=1 and b=1 case

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In