De Borst, René; Mühlhaus, Hans-Bernd Gradient-dependent plasticity: Formulation and algorithmic aspects. (English) Zbl 0768.73019 Int. J. Numer. Methods Eng. 35, No. 3, 521-539 (1992). A plasticity theory is proposed in which the yield strength not only depends on an equivalent plastic strain measure (hardening parameter), but also on the Laplacian thereof. The consistency condition now results in a differential equation instead of an algebraic equation as in conventional plasticity. To properly solve the set of nonlinear differential equations, the plastic multiplier is discretized in addition to the usual discretization of the displacements. For appropriate boundary conditions this formulation can also be derived from a variational principle. Cited in 196 Documents MSC: 74C99 Plastic materials, materials of stress-rate and internal-variable type 74S30 Other numerical methods in solid mechanics (MSC2010) Keywords:yield strength; Laplacian; consistency condition; plastic multiplier; variational principle; strain-softening solids × Cite Format Result Cite Review PDF Full Text: DOI Link References: [1] Bazant, J. Eng. Mech. ASCE 110 pp 1666– (1984) [2] Bazant, J. Appl. Mech. ASME 55 pp 287– (1988) [3] de Borst, Int. j. numer. anal. methods geomech. 12 pp 99– (1988) [4] de Borst, Ing.-Arch. 59 pp 160– (1989) [5] ’Simulation of localisation using Cosserat theory’, in and (eds.), Proc. 2nd Int. Conf. on Computer Aided Analysis and Design of Concrete Structures, Pineridge Press, Swansea, U.K., 1990, pp. 931-944. [6] de Borst, Eng. Comput. 8 pp 317– (1991) [7] and , Théorie des Corps Deformables, Herman, Paris, 1909. [8] Mühlhaus, Géotechnique 37 pp 271– (1987) [9] ’Continuum models for layered and blocky rock’, in Comprehensive Rock Engineering, Vol. 2: Analysis & Design Methods, Pergamon Press, Oxford, 1991. [10] and , ’Constitutive models and numerical analyses for inelastic materials with microstructure’, in et al. (eds.), Computer Methods and Advances in Geomechanics, Balkema, Rotterdam, 1991, pp. 377-386. [11] Mühlhaus, Int. J. Solids Struct. 28 pp 845– (1991) [12] Zbib, Res. Mechanica 23 pp 261– (1988) [13] Lasry, Int. J. Solids Struct. 24 pp 581– (1988) [14] Schreyer, J. Appl. Mech. ASME 53 pp 791– (1986) [15] Chen, J. Eng. Mech. ASCE 113 pp 1165– (1987) [16] de Borst, Int. j. numer. methods eng. 29 pp 315– (1990) [17] Ortiz, Int. j. numer. methods eng. 23 pp 353– (1986) [18] Runesson, Int. j. numer. methods eng. 22 pp 769– (1986) [19] Simo, Comp. Methods Appl. Mech. Eng. 48 pp 101– (1985) [20] and , ’Strain softening under dynamic loading conditions’, in and (eds.), Proc. 2nd Int. Conf. on Computer Aided Analysis and Design of Concrete Structures, Pineridge Press, Swansea, U.K., 1990, pp. 1091-1104. [21] and , ’A numerical study of concrete fracture under impact loading’, in et al. (eds.), Micromechanics of Failure of Quasi-Brittle Materials, Elsevier Applied Science, London, 1990, pp. 524-535. [22] ’Strain softening and dissipation: a unification of approaches’, in and (eds.), Cracking and Damage: Strain Localization and Size Effect, Elsevier Applied Science, London, 1989, pp. 440-461. [23] and , ’The dynamic organization of dislocation structures’, in Proc. Eighth Int. Conf. on Strength of Metals and Alloys, Tampere, Finland, 1988, pp. 35-59. [24] Kratochvil, Revue Phys. Appl. 23 pp 419– (1988) · doi:10.1051/rphysap:01988002304041900 [25] Franek, Mater. Sci. Eng. A137 pp 119– (1991) · doi:10.1016/0921-5093(91)90325-H [26] Walgraef, Int. J. Eng. Sci. 12 pp 1351– (1985) [27] and , ’A gradient plasticity model for Lüders band propagation’, Pure Appl. Geophys., in press. [28] Estrin, Mater Sci. Eng. A137 pp 125– (1991) · doi:10.1016/0921-5093(91)90326-I This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. In some cases that data have been complemented/enhanced by data from zbMATH Open. This attempts to reflect the references listed in the original paper as accurately as possible without claiming completeness or a perfect matching.