Discontinuous Bifurcation Analysis of a Coupled Rate-Dependent Damage and Plasticity Model for Impact Responses
Publication: Journal of Engineering Mechanics
Volume 133, Issue 9
Abstract
To identify the transition from continuous to discontinuous modes in the failure evolution of quasibrittle materials under impact, a coupled rate-dependent damage and plasticity model is developed within the thermodynamics framework. Due to the simplicity in model formulation, a continuum tangent stiffness tensor could be obtained for discontinuous bifurcation analysis, and the model parameters could be calibrated from split Hopkins pressure bar experimental data available. The coupled rate-dependent model could describe not only the pressure-dependent hardening/softening response but also the degradation of material stiffness under impact. A geometric criterion with a corresponding solution scheme is presented to explore the rate-dependent transition from continuous to discontinuous failure modes in the Mohr coordinates. The uniaxial compressive loading path is considered to illustrate the loading rate effect on the critical localization orientation and hardening parameters. It appears from the preliminary results that the coupled rate-dependent local continuum model might be combined with a decohesion model via discontinuous bifurcation analysis so that large-scale simulation of failure evolution could be performed without invoking higher-order spatial terms in the stress-strain space.
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Acknowledgments
This research was partially supported by NSF and AFRL. The paper is based in part on the first writer’s Ph.D. dissertation. The writers are also grateful to the reviewers for discerning comments on this paper.
References
Allix, O., and Hild, F., eds. (2002). Continuum damage mechanics of materials and structures, Elsevier Science, LMT-Cachan Cedex, France.
Bishoff, P. H., and Perry, S. H. (1991). “Compressive behavior of concrete at high strain rates.” Mater. Struct., 24, 425–450.
Chau, K. T. (1992). “Nonnormality and bifurcation in a compressible pressure-sensitive circular cylinder under axisymmetric tension and compression.” Int. J. Solids Struct., 29, 801–824.
Chen, Z. (1996). “Continuous and discontinuous failure modes.” J. Eng. Mech., 122(1), 80–82.
Chen, Z., Deng, M., and Chen, E. P. (2001). “Rate-dependent transition from tensile damage to discrete fracture in dynamic brittle failure.” Theor. Appl. Fract. Mech., 35(3), 229–235.
Chen, Z., Hu, W., and Chen, E. P. (2000). “Simulation of dynamic failure evolution in brittle solids without using nonlocal terms in the strain-stress space.” Comput. Model. Eng. Sci., 1(4), 57–62.
Chen, Z., and Schreyer, H. L. (1995). “Formulation and computational aspects of plasticity and damage models with application to quasibrittle materials.” SAND95-0329, Sandia National Laboratories, Albuquerque, N.M.
Ekh, M., and Runesson, K. (2000). “Bifurcation results for plasticity coupled to damage with MCR-effect.” Int. J. Solids Struct., 37, 1975–1996.
Ganczarski, A., and Barwacz, L. (2004). “Notes on damage effect tensors of two-scalar variables.” Int. J. Damage Mech., 13, 287–295.
Grote, D. L., Park, S. W., and Zhou, M. (2001). “Dynamic behavior of concrete at high strain rates and pressures. I: Experimental characterization.” Int. J. Impact Eng., 25(9), 869–886.
Hansen, N. R., and Schreyer, H. L. (1994). “A thermodynamically consistent framework for theories of elastoplasticity coupled with damage.” Int. J. Solids Struct., 31(3), 359–389.
Hill, R. (1962). “Acceleration waves in solids.” J. Mech. Phys. Solids, 10, 1–16.
Ju, J. W. (1989). “On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects.” Int. J. Solids Struct., 25(7), 803–833.
Ju, J. W. (1990). “Isotropic and anisotropic damage variables in continuum damage mechanics.” J. Eng. Mech., 116(12), 2764–2770.
Kachanov, L. M. (1958). “Time of rupture process under creep conditions.” IVZ Akad Nauk, S.S.R., Otd. Tech. Nauk, 8, 26–31.
Ladeveze, P. (1993). “On an anisotropic damage theory.” Failure criteria of structured media, J. P. Boehler, ed., Balkema, The Netherlands, 355–364.
Lemaitre, J. (1971). “Evaluation of dissipation and damage in metals.” Int. Conf. on Mechanical Behavior of Materials, The Society of Material Science, Kyoto, Japan.
Liebe, T., and Willam, K. (2001). “Localization properties of generalized Drucker-Prager elastoplasticity.” J. Eng. Mech., 127(6), 616–619.
Oliver, J., Huespe, A. E., Pulido, M. D. G., and Chaves, E. (2002). “From continuum mechanics to fracture mechanics: The strong discontinuity approach.” Eng. Fract. Mech., 69(2), 113–136.
Ortiz, M., Leroy, Y., and Needleman, A. (1987). “A finite element method for localized failure analysis.” Comput. Methods Appl. Mech. Eng., 61, 189–214.
Ottosen, N. S., and Runesson, K. (1991). “Properties of discontinuous bifurcation solutions in elastoplasticity.” Int. J. Solids Struct., 27(4), 401–421.
Pijaudier-Cabot, G., and Benallal, A. (1993). “Strain localization and bifurcation in a nonlocal continuum.” Int. J. Solids Struct., 30, 1761–1775.
Rizzi, E., Carol, I., and Willam, K. (1995). “Localization analysis of elastic degradation with application to scalar damage.” J. Eng. Mech., 121(4), 541–554.
Ross, C. A., Tedesco, J. W., and Kuennen, S. T. (1995). “Effects of strain rate on concrete strength.” ACI Mater. J., 92, 37–47.
Rudnicki, J. W., and Rice, J. R. (1975). “Conditions for the localization of deformation in pressure-sensitive dilatant materials.” J. Mech. Phys. Solids, 23, 371–394.
Simo, J. C., and Ju, J. W. (1987). “Strain- and stress-based continuum damage models. I: Formulation.” Int. J. Solids Struct., 23(7), 821–840.
Taylor, L. M., Chen, E. P., and Kuszmaul, J. S. (1986). “Microcrack-induced damage accumulation in brittle rock under dynamic loading.” Comput. Methods Appl. Mech. Eng., 55, 301–320.
Wang, E. Z., and Shrive, N. G. (1995). “Brittle fracture in compression: Mechanisms, models, and criteria.” Eng. Fract. Mech., 52(6), 1107–1126.
Wei, Y., Chow, C. L., Neilsen, M. K., and Fang, H. E. (2003). “Failure analysis of solder joints with a damage-coupled viscoplastic model.” Int. J. Numer. Methods Eng., 56, 2199–2211.
Yazdani, S., and Schreyer, H. L. (1990). “Combined plasticity and damage mechanics model for plain concrete.” J. Eng. Mech., 116(7), 1435–1450.
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© 2007 ASCE.
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Received: Jun 10, 2004
Accepted: Mar 8, 2007
Published online: Sep 1, 2007
Published in print: Sep 2007
Notes
Note. Associate Editor: Majid T. Manzari
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