Configurational-force-based structural updates and adaptive remeshing strategies

The application of configurational forces in h -adaptive strategies for fracture mechanics and inelasticity is investigated. Starting from a global Clausius-Planck inequality, dual equilibrium conditions are derived by means of a Coleman-type exploitation method. The remaining reduced dissipation inequality is used for the derivation of evolution equations for the internal variables. In fracture mechanics, crack loading conditions as well as a normality rule for the crack propagation are obtained. In the discrete setting, the crack propagation is governed by a configurational-force-driven update of the geometry model. The material balance equation is used to set up a h -adaptive refinement indicator. A relative global criterion is defined used for the decision on mesh refinement. In addition, a criterion on the element level is evaluated controlling the local refinement procedure. The capability of the proposed procedures is demonstrated by means of numerical examples. (© 2008 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)