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154 Larissa Driemeier & Sergio Persival Baroncini Proença DE BORST, R.; MÜHLHAUS, B. Continuum models for discontinuous media. In: VAN MIER, J. G. M.; ROTS, J. G.; BAKKER, A. (Eds.).Fracture processes in concrete, rock and ceramics, 1991, p.601-618. DE BORST, R.; SLUYS, L. J.; MÜHLHAUS, H.-B.; PAMIN, J. Fundamental issues in finite elements analyses of localization of deformation. Eng. comp., v.10, p.99-121, 1993. DRIEMEIER, L. (1999). Contribuição ao estudo da localização de deformações com modelos constitutivos de dano e plasticidade. São Carlos. Tese (Doutorado) – Escola de Engenharia de São Carlos – Universidade de São Carlos. DUBÉ, J. F.; PIJAUDIER-CABOT, G.; LA BORDERIE, C. Rate dependent damage model for concrete: wave propagation and localization. In: MANG, H.; BICANIC, N.; DE BORST, R. (Eds.). Computer modelling of concrete structures, p.313-322, 1994. DUBÉ, J.-F.; PIJAUDIER-CABOT, G.; LA BORDERIE, C.; GLYNN, J. Rate dependent damage model for concrete in dynamics, ASCE J. eng. mech., n.122, p.939-947, 1994. FRÉMOND, M.; NEDJAR, B. Damage, gradient of damage and principle of virtual power, Int. j. solids structures, v.33, n.8, p.1083-1103, 1996. IORDACHE, M.-M.; WILLAM, K. Localization properties of ‘non-symmetric’ Cosserat formulations. In: IDELSOHN, S.; ONATE, E., DVORKIN, E. (Eds.). Computational mechanics: new trends and applications, Barcelona: CIMNE, 1998. MEYER, R.; AHRENS, H.; DUDDECK, H. Material model for concrete in cracked and uncracked states. J. of engng. mech., ASCE, v.120, n.9, p.1877-1895, Sep.1994. MÜHLHAUS, B.; AIFANTIS, E. C. A variational principle for gradient plasticity. Int. j. solids struct., n.28, p.845-857, 1991. NADAI, A. Plasticity. Nova Iorque: McGraw-Hill, 1931. NEEDLEMAN, A. Material rate dependence and mesh sensitivity on localization problems, Comp. meth. appl. mech. eng., n.67, p.69-86, 1988. OLIVER, J. A consistent characteristic length for smeared cracking models. Int. j. num. meth. eng., v.28, 1989. OLMSTEAD, W. E.; NEMAT-NASSER, S.; NI, L. Shear bands as surfaces of descontinuity, J. mech.. phys. sol., v.42, n.4, 697-709, 1994. PAMIN, J. (1994). Gradient-dependent plasticity in numerical simulation of localization phenomena. Holanda. Tese (Doutorado) - Delft University of Technology. Cadernos de Engenharia de Estruturas, São Carlos, v. 10, n. 46, p. 127-155, 2008
Estudo da localização de deformações associada ao emprego de modelo constitutivo de dano 155 PEERLINGS, R. H. J.; DE BORST, R.; BREKELMANS, W. A. M.; DE VREE, J. H. P. Computational modelling of gradient-enhanced damage for fracture and fatigue problems. In: OWEN, D. R. J.; ONATE, E.; HINTON, E. (Eds.). Computational plasticity: fundamentals and applications, 4., Barcelona: Pineridge-Press, 1995. p.975-986. PERZYNA, M. K. D.; PERZYNA, P. Adiabatic shear band localization in elastic-plastic single crystals. Int. j. solids structures, v.30, n.1, p. 61-89, 1993. PIJAUDIER-CABOT, G.; BA ( z ANT, Z. L. Nonlocal damage theory. ASCE J. Eng. Mech., n.113, p.1512-1533, 1987. SLUYS, L. J. (1992). Wave propagation, localization and dispersion in softening solids. Holanda. Tese (Doutorado). Delft University of Technology. SLUYS, L. J.; DE BORST, R.; MÜHLHAUS, H. B. Wave propagation, localization and dispersion in a gradient dependent medium. Int. j. solids struct., n.30, p.1153-1171, 1993. STEINMANN, P.; STEIN, E. Finite element localization analysis of micropolar strength degrading materials. In: MANG, H.; BICANIC, N.; DE BORST, R. (Eds.). Computer modelling of concrete structures, 1994. p.435-444. STOLARSKI, H.; BELYTSCHKO, T. Limitation principles for mixed finite elements based on the Hu-Washizu variational formulation. Comp. meth. in appl. mech. and eng., n.60, p.195-216, 1987. ZIENKIEWICZ O. C.; TAYLOR R. L. The finite element method, 4 ed., v.2, London: Mc Graw-Hill, 1991. Cadernos de Engenharia de Estruturas, São Carlos, v. 10, n. 46, p. 127-155, 2008
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SUMÁRIO Dimensionamento de element
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2 Didiane Victoria Buzinelli & Maxi
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ISSN 1809-5860 SISTEMA COMPUTACIONA
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Sistema computacional com geração
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