TECHNICAL PAPERS
Jan 1, 1999

Failure Analysis of Elastoviscoplastic Material Models

Publication: Journal of Engineering Mechanics
Volume 125, Issue 1

Abstract

One of the open questions is the performance of rate-independent versus rate-dependent constitutive formulations when failure is evaluated at the material and the finite-element levels. In the case of rate-independent descriptions, the underlying tangential material operator exhibits singularities and material branching at limit points of the response regime. In addition discontinuous bifurcation can take place in the form of localization concomitant with the formation of spatial discontinuities. In contrast, rate-dependent descriptions resort to an instantaneous elastic stiffness operator that remains normally positive definite, while degradation is introduced through the time history of inelastic eigenstrains. In fact when the inelastic process does not contribute to the instantaneous material operator one speaks of elastic-inelastic decoupling. As a consequence viscoplastic material descriptions are often advocated to retrofit loss of stability, loss of uniqueness, and loss of ellipticity of rate-independent, inviscid material descriptions. In this paper the failure predictions of viscoplastic Duvaut-Lions and viscoplastic Perzyna material formulations are analyzed and compared with the inviscid elastoplastic formulation. Our attention will be focused on the loss of material stability and on discontinuous bifurcation in the form of localization. The results on the material and on the finite-element level indicate that Duvaut-Lions regularization fails in the limit, when we consider viscoplastic processes with relaxation times approaching zero. In this case, there exists an algorithmic tangent operator for the Newton-Raphson solution of implicit time integration procedures that exhibits loss of stability, loss of uniqueness, and loss of ellipticity in the form of discontinuous bifurcation similar to rate-independent elastoplasticity. On the other hand, localization at the material level indicates that Perzyna viscoplasticity does suppress localization for the entire range of viscosities and thus provides stronger regularization than the Duvaut-Lions viscoplastic overstress model at the cost of excessive degradation when the viscosity approaches zero. These theoretical observations are confirmed with computational simulations of dynamic failure of a flexural member.

Get full access to this article

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

References

1.
Argyris, J. H., Vaz, L. E., and Willam, K. J. ( 1981). “Integrated finite-element analysis of coupled thermoviscoplastic problems.” J. Thermal Stresses, 4, 121–153.
2.
Bingham, E. C. ( 1922). Fluidity and plasticity. McGraw-Hill, New York.
3.
Drucker, D. C. ( 1959). “A definition of stable inelastic materials.” J. Appl. Mech., 26, 101–106.
4.
Duvaut, G., and Lions, J. L. ( 1972). Les Inéquations en Méchanique et en Physique. Dunod, Paris (in French).
5.
Etse, G. ( 1992). “Theoretische und numerische Untersuchung zum diffusen und lokalisierten Versagen in Beton,” Dr.-Ing. dissertation, Univ. of Karlsruhe, Karlsruhe, Germany (in German).
6.
Etse, G., and Willam, K. (1994). “A fracture energy formulation for inelastic behavior of plain concrete.”J. Engrg. Mech., ASCE, 120(9), 1983–2011.
7.
Etse, G., and Willam, K. ( 1995). “Integration algorithms for concrete plasticity.” Engrg. Computations, 13(8), 38–65.
8.
Hill, R. ( 1958). “A general theory of uniqueness and stability in elastic-plastic solids.” Mech. and Phys. of Solids, 6, 236–249.
9.
Hilleborg, A., Modeér, M., and Petersson, P. E. ( 1976). “Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements.” Cement and Concrete Res., 6(6), 773–782.
10.
Hohenemser, K., and Prager, W. ( 1932). “Über die Ansätze der Mechanik isotroper Kontinua.” ZAMM, Germany, 12, 216–226 (in German).
11.
Hughes, T. R. J., and Taylor, R. L. ( 1978). “Unconditionally stable algorithms for quasi-static elasto/viscoplastic finite element analysis.” Comp. and Struct., 8, 169–173.
12.
Ju, J. W. (1990). “Consistent tangent moduli for a class of viscoplasticity.”J. Engrg. Mech., ASCE, 116(8), 1764–1799.
13.
Kranchi, M. B., Zienkiewicz, O. C., and Owen, D. R. J. ( 1978). “The visco-plastic approach to problem of plasticity and creep involving geometric nonlinear effects.” Int. J. Numer. Methods in Engrg., 12, 169–181.
14.
Loret, B., and Prevost, J. H. ( 1990). “Dynamic strain localization in elasto-visco-plastic solids, Part 1. General formulation and one-dimensional examples.” Comp. Methods in Appl. Mech. and Engrg., 83, 247–273.
15.
Lubliner, J. ( 1990). Plasticity theory. Macmillan, New York.
16.
Maugin, G. A. ( 1992). The thermomechanics of plasticity and fracture. Cambridge University Press, Cambridge, England.
17.
Needleman, A. ( 1988). “Material rate dependence and mesh sensitivity in localization problems.” Comp. Methods in Appl. Mech. and Engrg., 67, 69–85.
18.
Nemat-Nasser, S., and Chung, D.-T. ( 1992). “An explicit constitutive algorithm for large-strain, large-strain-rate elastic-viscoplasticity.” Comp. Methods in Appl. Mech. and Engrg., 92, 205–219.
19.
Nielsen, K., and Schreyer. ( 1993). “Bifurcations in elastic-plastic materials.” Int. J. Solids and Struct., 30, 521–544.
20.
Peirce, D., Shih, C., and Needleman, A. ( 1984). “A tangent modulus method for rate dependent solids.” Comp. and Struct., 18(5), 875–887.
21.
Perzyna, P. ( 1966). “Fundamental problems in viscoplasticity.” Advances in applied mechanics, Vol. 9, Academic, New York, 244–368.
22.
Rudnicki, J. W., and Rice, J. R. ( 1975). “Conditions for the localization of deformation in pressure-sensitive dilatant materials.” J. Mech. and Phys. of Solids, 23, 371–394.
23.
Runesson, K., Ottosen, N. S., and Perić, D. ( 1991). “Discontinuous bifurcation of elastic-plastic solutions at plane stress and strain.” Int. J. Plasticity, 7, 99–121.
24.
Runesson, K., and Mróz, Z. ( 1989). “A note on nonassociated plastic flow rules.” Int. J. Plasticity, 5, 639–658.
25.
Sluys, L. J. ( 1992). “Wave propagation, localization and dispersion in softening solids,” PhD dissertation, Tech. Univ. Delft, Delft, The Netherlands.
26.
Willam, K. J. ( 1978). “Numerical solution of inelastic rate processes.” Comp. and Struct., 8, 511–531.
27.
Willam, K., and Etse, G. ( 1990). “Failure assessment of the extended Leon model for plain concrete.” Conf. Proc., Comp. Aided Analysis and Des. of Concrete Struct., Zell am See, Austria, N. Bićanić and H. Mang, eds., Pineridge, Swansea, U.K., 851–870.
28.
Willam, K., and Warnke, E. ( 1975). “Constitutive models for the triaxial behaviour of concrete.” Proc., Int. Assoc. Bridge Struct. Engrg., Zurich, Vol. 19, 1–30.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 125Issue 1January 1999
Pages: 60 - 69

History

Received: Jul 18, 1997
Published online: Jan 1, 1999
Published in print: Jan 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Assoc. Prof., Laboratorio de Estructuras, Universidad Nacional de Tucuman, C.C. 134, Correo Central, 4000-Tucuman, Argentina.
Prof., Dept. of Civ., Envir. and Arch. Engrg., Univ. of Colorado, Boulder, CO 80309-0428.

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