Abstract
This paper analyzes the interaction between two kinds of internal length scales when the rate dependent plasticity is introduced to a multiphase material model to study the dynamic strain localization phenomenon of saturated and partially saturated porous media. The stability analysis demonstrates that the enhanced porous media model preserves the well-posedness of the initial value problem for both axial and shear waves because an internal length scale parameter is introduced in the visco-plasticity model. On the other hand, the interaction between the length scale introduced by the rate dependent model and that naturally contained in the governing equations of fully and partially saturated model will take place. A basic method is presented to investigate the internal length scale of the multiphase porous media under the interaction of these two kinds of length scale parameters. Material stability analysis is carried out for a certain permeability from which the results of wave number domain with real wave speed are distinguished. A one dimensional example is given to illustrate the theoretical findings.
Similar content being viewed by others
References
Rice, J. R., On the stability of dilatant hardening for saturated rock mass, J. Geophys. Res., 1975, 80: 1531–1536.
Vardoulakis, I., Dynamic stability analysis of undrained simple shear on water-saturated granular soils, Int. J. Numer. Anal. Meth. Geomech., 1986, 10: 177–190.
Loret, B., Prevost, J. H., Dynamic strain localization in elasto (visco-) plastic solids (I): General formulation and one-dimensional examples, Comp. Meths. Appl. Mech. Engng., 1990, 83: 247–273.
Schrefler, B. A., Majorana, C. E., Sanavia, L., Shear band localisation in saturated porous media, Archives of Mechanics, 1995, 47: 577–599.
Schrefler, B. A., Sanavia, L., Majorana, C. E., A multiphase medium model for localisation and post localisation simulation in geomaterials, Mechanics of Cohesive-Frictional Materials and Structures, 1996, 1: 95–114.
Zhang, H. W., Sanavia, L., Schrefler, B. A., An internal length scale in strain localisation of multiphase porous media, Mech. Cohesive-Frictional Material and Structures, 1999, 4: 443–460.
Zhang, H. W., Schrefler, B. A., Gradient-dependent plasticity model and dynamic strain localisation analysis of saturated and partially saturated porous media: One dimensional model, European Journal of Mechanics, A/Solids, 2000, 19(3): 503–524.
Zhang, H. W., Schrefler, B. A., Uniqueness and localization analysis of elastic-plastic saturated porous media, Int. J. Numer. Anal. Methods Geomechanics, 2001, 25: 29–48.
Zhang, H. W., Schrefler, B. A., Analytical and numerical investigation of uniqueness and localization in saturated porous media, International Journal for Numerical and Analytical Methods in Geomechanics, 2002, 26(4): 1429–1448.
Zhang, H. W., Schrefler, B. A., Wriggers, P., Interaction between different internal length scales for strain localisation analysis of single phase materials, Computational Mechanics, 2003, 30: 212–219.
Zhang, H. W., Qin, J. M., Basic theories for strain localization analysis of porous media with gradient dependent model, Rock and Soil Mechanics, 2006, 27(1).
Zhang, H. W., A discussion on some relationships between two different material models related to strain localization analysis, Acta Mechanica Sinica (in Chinese), 2003, 35(1): 80–84.
Oka, F., Higo, Y., Kimoto, S., Effect of dilatancy on the strain localization of water-saturated elasto-viscoplastic soil, Int. J. Solids and Structures, 2002, 39: 3625–3647.
Zhang, H. W., An internal length scale in dynamic strain localization analysis of saturated media, Rock and Soil Mechanics (in Chinese), 2001, 22(3): 249–253.
Sluys, L. J., Wave propagation, localisation and dispersion in softening solids, PhD thesis, Department of Civil Engineering, Delft University of Civil Engineering, Netherlands, 1992.
Author information
Authors and Affiliations
About this article
Cite this article
Zhang, H., Qin, J. Basic theories for strain localization analysis of porous media with rate dependent model. Chin.Sci.Bull. 50, 2793–2799 (2005). https://doi.org/10.1360/982005-624
Received:
Accepted:
Issue Date:
DOI: https://doi.org/10.1360/982005-624