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The Finite element method; linear static and dynamic finite element analysis. New York: Prentice-Hall; 1987. [7] Simo JC, Hughes TJR. Computational inelasticity. Berlin: Springer; 1998. [8] Miller GR. An object oriented approach to structural analysis and design. Comput Struct 1991;40(1):75–82. [9] Mackie RI. Object oriented programming of the finite element method. Int J Numer Meth Engng 1992;35:425–36. [10] Zabaras N, Srikanth A. Using objects to model finite deformation plasticity. Engng Comput (Spec Issue Object Oriented Comput Mech Tech) 1999;15:37–60.

The only restriction here concerns the first level of inheritance, you cannot have an axisymmetric element and a plane strain one in the same model. Each element of the structure contains a given number of nodes, 302 O. Pantale´ / Advances in Engineering Software 33 (2002) 297–306 Fig. 3. UML diagram of the material class (simplified representation). an arbitrary number of integration points (see IntegrationPoint class) and refers an associate constitutive law through the material definition. The Interface class contains all definitions concerning the contact interfaces the contact law through the ContactLaw class and the contact definition through the Side class.

11] Seguin D, Montillet A, Brunjail D, Comiti J. Liquid±solid mass transfer in packed beds of variously shaped particles at low Reynolds numbers: experiments and model. Chem Engng J 1996;63:1±9. [12] Press WH, Teukolsky SA, Vetterling WT, Flannery BP. Numerical recepies in C: the art of scienti®c computing. 2nd ed. Cambridge: Cambridge University Press, 1992. [13] Chase WC, Donatelli AA, Walkinshaw JW. Effects of freeness and consistency on the viscosity of hardwood and softwood pulp suspensions.

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