A variational principle for gradient plasticity

Abstract We elaborate on a generalized plasticity model which belongs to the class of gradient models suggested earlier by Aifantis and co-workers. The generalization of the conventional theory of plasticity has been accomplished by the inclusion of higher-order spatial gradients of the equivalent plastic strain in the yield condition. First it is shown how these gradients affect the critical condition for the onset of localization and allow for a wavelength selection analysis leading to estimates for the width and or spacing of shear bands. Due to the presence of higher-order gradients, additional boundary conditions for the equivalent plastic strain are required. This question and also the associated problem of the formulation and solution of general boundary value problems were left open in the previous work. We demonstrate here that upon assuming a certain type of additional boundary conditions, the structural symmetries of the gradient-dependent constitutive model are such that there exists a variational principle for the displacement rates and the rate of the equivalent plastic strain. The variational principle can serve as a basis for the numerical solution of boundary value problems in the sense of the finite element method. Explicit expressions for the tangent stillness matrix and the generalized nodal point forces are given.

[1]  Hussein M. Zbib,et al.  A Gradient-Dependent Flow Theory of Plasticity: Application to Metal and Soil Instabilities , 1989 .

[2]  Zdenek P. Bazant,et al.  Imbricate continuum and its variational derivation , 1984 .

[3]  Nicolas Triantafyllidis,et al.  A gradient approach to localization of deformation. I. Hyperelastic materials , 1986 .

[4]  T. Triantafyllidis,et al.  Surface Waves in a Layered Half-Space with Bending Stiffness , 1987 .

[5]  J. Aubin Approximation of Elliptic Boundary-Value Problems , 1980 .

[6]  E. Aifantis On the Mechanics of Modulated Structures , 1984 .

[7]  R. D. Mindlin Second gradient of strain and surface-tension in linear elasticity , 1965 .

[8]  René de Borst,et al.  Gradient-dependent plasticity: formulation and algorithmic aspects , 1992 .

[9]  George Herrmann,et al.  Some applications of micromechanics , 1972 .

[10]  Elias C. Aifantis,et al.  The physics of plastic deformation , 1987 .

[11]  J. Rice,et al.  CONDITIONS FOR THE LOCALIZATION OF DEFORMATION IN PRESSURE-SENSITIVE DILATANT MATERIALS , 1975 .

[12]  Hussein M. Zbib,et al.  On the structure and width of shear bands , 1988 .

[13]  Hans Muhlhaus,et al.  Application of Cosserat theory in numerical solutions of limit load problems , 1989 .

[14]  T. Belytschko,et al.  Localization limiters in transient problems , 1988 .

[15]  Zdeněk P. Bažant,et al.  Comparison of various models for strain‐softening , 1988 .

[16]  Bernard D. Coleman,et al.  On shear bands in ductile materials , 1985 .

[17]  Mechanics of Generalized Continua , 1968 .

[18]  E. Aifantis On the Microstructural Origin of Certain Inelastic Models , 1984 .

[19]  Ted Belytschko,et al.  Continuum Theory for Strain‐Softening , 1984 .

[20]  H. Saunders,et al.  Finite element procedures in engineering analysis , 1982 .

[21]  Zdeněk P. Bažant,et al.  Non-local yield limit degradation , 1988 .

[22]  R. Hill The mathematical theory of plasticity , 1950 .

[23]  J. Kratochvíl Dislocation pattern formation in metals , 1988 .

[24]  I. Vardoulakis,et al.  The thickness of shear bands in granular materials , 1987 .

[25]  E. Aifantis,et al.  Existence, uniqueness, and long-time behavior of materials with nonmonotone equations of state and higher-order gradients , 1990 .

[26]  I. Vardoulakis,et al.  Axially-symmetric buckling of the surface of a laminated half space with bendinh stiffness , 1986 .

[27]  R. Asaro,et al.  Shear band formation in plane strain compression , 1988 .