Technical Papers
Jun 28, 2017

Generalized Strength Criteria as Functions of the Stress Angle

Publication: Journal of Engineering Mechanics
Volume 143, Issue 9

Abstract

The equivalent stress concept allows the comparison of arbitrary multiaxial stress states with a uniaxial one. Based on this concept several limit surfaces were formulated. The trend in the formulation lies in the generalized criteria that contain classical hypotheses and are suitable for several materials. In this work, three generalized criteria are discussed. They are rewritten in order to more closely meet a set of plausibility assumptions. A schematic representation of the unified strength theory (UST) of Yu can be given as a convex combination of the classical hypotheses (Tresca, Schmidt-Ishlinsky, and Rankine). For this schema a criterion as a function of the stress angle is proposed. It describes a single surface without plane intersecting in the principal stress space. The introduced criterion is similar to the UST and like the UST is C0-continuous. The Podgórski criterion as function of the stress angle is C1-continuously differentiable and can be used as yield and strength criterion. The parameters of this criterion are real numbers restricted in order to obtain the convex shapes in the π-plane. The same parameters can be defined as complex numbers. With these complex parameters, this criterion describes an extended region of the convex shapes in the π-plane. The Altenbach-Zolochevski criterion as function of the stress angle will be modified in order to describe additional convex shapes in the π-plane. In contrast to the Altenbach-Zolochevski criterion, the modified criterion contains the Schmidt-Ishlinsky hypothesis as extremal yield function. Both criteria are C0-continuous and can therefore be recommended as strength criteria. The suggested modifications of the discussed criteria extend their application area and simplify the fitting procedure. Therefore these criteria are recommended for practical use.

Get full access to this article

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

Acknowledgments

The author thanks Professor Holm Altenbach, Dr. Alexandre Bolchoun, and Professor Mao-Hong Yu for their helpful suggestions and comments.

References

Altenbach, H., Altenbach, J., and Zolochevsky, A. (1995). Erweiterte Deformationsmodelle und Versagenskriterien der Werkstoffmechanik, Deutscher Verlag für Grundstoffindustrie, Stuttgart, Germany.
Altenbach, H., Bolchoun, A., and Kolupaev, V. A. (2014). “Phenomenological yield and failure criteria.” Plasticity of pressure-sensitive materials, H. Altenbach and A. Öchsner, eds., Springer, Berlin, 49–152.
Bolchoun, A., Kolupaev, V. A., and Altenbach, H. (2011). “Konvexe und nichtkonvexe Fließflächen.” Forschung im Ingenieurwesen, 75(2), 73–92.
Capurso, M. (1967). “Yield conditions for incompressible isotropic and orthotropic materials with different yield stress in tension and compression.” Meccanica, 2(2), 118–125.
Chen, W. F., and Zhang, H. (1991). Structural plasticity—Theory, problems, and CAE software, Springer, New York.
Cicala, P. (1961). “Presentazione geometrica delle relazioni fondamentali d’elastoplasticità.” Giornale del Genio Civile, 99, 125–137.
Edelman, F., and Drucker, D. C. (1951). “Some extensions of elementary plasticity theory.” J. Franklin Inst., 251(6), 581–605.
Green, G. E., and Bishop, A. W. (1969). “A note on the drained strength of sand under generalized strain conditions.” Geotechnique, 19(1), 144–149.
Haythornthwaite, R. M. (1961). “Range of yield condition in ideal plasticity.” J. Engrg. Mech. Div., 87, 117–133.
Ishlinsky, A. Y. (1940). “Gipoteza prochnosti formoizmenenija [Hypothesis of strength of shape change].” Uchebnye Zapiski Moskovskogo Universiteta, Mekhanika, 46, 104–114 (in Russian).
Ishlinsky, A. Y., and Ivlev, D. D. (2003). Matematicheskaja teorija plastichnosti [Mathematical theory of plasticity], Fizmatlit, Moscow (in Russian).
Ivlev, D. D. (1959). “K teorii razrusheniia tverdykh tel [To the theory of fracture of solids].” J. Appl. Math. Mech., 23(3), 884–895 (in Russian).
Ko, H.-Y., and Scott, R. F. (1968). “Deformation of sand at failure.” J. Soil Mech. and Found. Div., 94(SM4), 883–898.
Ko, W. L. (1963). “Application of the finite elastic theory to the behavior of rubber-like materials.” Ph.D. thesis, California Institute of Technology, Pasadena, CA.
Kolupaev, V. A., Yu, M.-H., Altenbach, H., and Bolchoun, A. (2017). “Comparison of four strength criteria based on the measurements on concrete.” J. Eng. Mech., in press.
Kupfer, H. (1973). “Das Verhalten des Betons unter mehrachsiger Kurzzeitbelastung unter besonderer Berücksichtigung der zweiachsigen Beanspruchung.” Deutscher Ausschuss für Stahlbeton, 229, 1–105.
Lade, P. V. (1982). “Three-parameter failure criterion for concrete.” J. Engrg. Mech. Div., 108(5), 850–863.
Lade, P. V., and Duncan, J. M. (1973). “Cubical triaxial tests on cohesionless soil.” J. Soil Mech. and Found. Div., 99(10), 793–812.
Lade, P. V., and Musante, H. M. (1978). “Three-dimensional behavior of remolded clay.” J. Geotech. Engrg. Div., 104(GT2), 193–209.
Lebedev, A. A. (2010). “Development of the theories of strength in the mechanics of materials.” Strength of Mater., 42(5), 578–592.
Mariotte, E. (1718). Traité du Mouvement des Eaux et des Autres Corps Fluides, J. Jambert, Paris.
Mills, L. L., and Zimmerman, R. M. (1970). “Compressive strength of plain concrete under multiaxial loading conditions.” ACI J., 67(10), 802–807.
Pisarenko, G. S., and Lebedev, A. A. (1976). Deformirovanie i prochnost’ materialov pri slozhnom naprjazhennom sostojanii [Deformation and strength of materials under complex stress state], Naukowa Dumka, Kiev, Ukraine (in Russian).
Podgórski, J. (1984). “Limit state condition and the dissipation function for isotropic materials.” Arch. Mech., 36(3), 323–342.
Procter, D. C., and Barden, L. (1969). “A note on the drained strength of sand under generalized strain conditions.” Geotechnique, 19(3), 424–426.
Rankine, W. J. M. (1876). Manual of applied mechanics, Griffin, London.
Sayir, M. (1970). “Zur Fließbedingung der Plastizitätstheorie.” Ingenieur-Archiv, 39(6), 414–432.
Schmidt, R. (1932). “Über den Zusammenhang von Spannungen und Formänderungen im Verfestigungsgebiet.” Ingenieur-Archiv, 3(3), 215–235.
Shibata, T., and Karube, D. (1965). “Influence of the variation of the intermediate principal stress on the mechanical properties of normally consolidated clays.” Proc., 6th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 1, Univ. of Toronto Press, Toronto, 359–363.
Sokolovsky, V. V. (1950). Teorija plastichnosti [Theory of plasticity], Gosudarstvennoe Izdatel'stvo tekhniko-teoreticheskoj Literaturi, Moscow (in Russian).
Tasuji, M. E., Slate, F. O., and Nilson, A. H. (1978). “Stress-strain response and fracture of concrete in biaxial loading.” ACI J., 75(7), 306–312.
Tresca, H. (1868). “Mémoire sur l’ecoulement des corps solides.” Mémoires Pres. par Div. Savants, 18, 733–799.
von Mises, R. (1913). “Mechanik des festen Körpers im plastischen deformablen Zustand.” Nachrichten der Gesellschaft der Wissenschaften Göttingen, Math.-Phys. Klasse, 1913, 589–592.
Yu, M.-H. (2004). Unified strength theory and its applications, Springer, Berlin.
Yu, M.-H. (2017). “Unified strength theory (UST).” Rock mechanics and engineering. Principles, X. T. Feng, ed., Vol. 1, CRC Press, A.A. Balkema, Leiden, Netherlands, 425–452.
Zill, D. G., and Shanahan, P. D. (2013). Complex analysis: A first course with applications, Jones & Bartlett Learning, Burlington, MA.
Życzkowski, M. (1981). Combined loadings in the theory of plasticity, PWN-Polish Scientific Publishers, Warsaw, Poland.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 143Issue 9September 2017

History

Received: Dec 10, 2016
Accepted: Mar 27, 2017
Published online: Jun 28, 2017
Published in print: Sep 1, 2017
Discussion open until: Nov 28, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

V. A. Kolupaev [email protected]
Research Assistant, Fraunhofer Institute for Structural Durability and System Reliability, Schloßgartenstr. 6, D-64289 Darmstadt, Germany. E-mail: [email protected]

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