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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 91
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING
Edited by: B.H.V. Topping, L.F. Costa Neves and R.C. Barros
Paper 195

Nonlinear Variational Bounds for Composites

P.P. Prochazka and S. Peskova

Department of Mechanics, Czech Technical University in Prague, Czech Republic

Full Bibliographic Reference for this paper
P.P. Prochazka, S. Peskova, "Nonlinear Variational Bounds for Composites", in B.H.V. Topping, L.F. Costa Neves, R.C. Barros, (Editors), "Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 195, 2009. doi:10.4203/ccp.91.195
Keywords: extended Hashin-Shtrikman variational principles, bounds on material of overall structure, eigenparameters, relaxation stress, plastic strains, applications.

Summary
Classical Hashin-Shtrikman bounds are based on the assumption that all phases behave purely elastically and isotropically. These principles have recently been extended by the first author. The extension consists of introducing eigenparameters in the formulation. Moreover, these eigenparameters were used in estimations of bounds with the result that elastic strain is in a certain relation with plastic strains or time dependent variables. In the classical approach of Hashin and Shtrikman the energies of the entire structure were compared with local energies (on the micro scale level), and so was the idea of the procedure involving eigenparameters, with plastic strains or relaxation stresses being considered.

In this paper a new variational structure is suggested, which can be applied to the estimation of bounds on nonlinear mechanical modules for composite material. It appears that the variational bounds are more precise than that obtained in a standard way of explicit homogenization. The reason is that new parameters (components of the polarization tensor) are available and the extreme of the energy is influenced by these parameters. Differentiating by them gives better estimation. Moreover, comparing energies of the phases and the homogenized bodies leads to more qualified estimates. In the approach suggested here the main role eigenparameters play, which can stand for various phenomena, involving plasticity, but also many other properties can be represented with them: prestress, quantities defining the large scale of hereditary problems, viscoplasticity, swelling of soil, wetting of material, etc. The bounds in our case are concentrated on a change of shear modules and using simple programming means the graphs are obtained based on the choice of the material properties defining the plasticity.

A large range of real problems can be studied by the approach proposed. The influence of various ratios of phase stiffnesses can be studied and even the effect of voids and pores can be considered.

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