The prediction of failure mechanism in structures are always an important topic in the field of computational mechanics. Finite element computations of an inelastic material involving softening behavior (e.g. softening plasticity or damage) can suffer from strongly mesh-dependent results. Therefore, such continuum models should be equipped with a regularization (localization limiter) strategy to overcome the above-mentioned problem.In this study, we present a framework for gradient-enhancement for coupled damage-plasticity material model derived by means of Hamilton's principle for non-conservative continua. This model is applied for the numerical investigation of wear processes as they occur, e.g. in the case of mechanized tunneling. These investigations require a fine resolution of the involved constituents (cut sheet and abrasive particles in the soil). Consequently, a numerical strategy for the damage-plasticity model is demanded that allows for time-efficient simulations.In this paper, we present a first step to the mentioned ultimate goal. To this end, a numerical framework for gradientenhanced damage-plasticity coupling is proposed that is based on a combination of the finite element method with strategies from meshless methods. We demonstrate that this framework keeps the computational effort limited and for each load step close to the purely elastic problems. Several numerical examples prove the elimination of the pathological mesh dependency of the results. Furthermore, first results to the simulation of wear in tunneling machines are presented.
Material ModelTo derive a model for a material undergoing isotropic brittle damage coupled with plasticity, we chose an energy-based, variational approach. To this end, we need to specify the Helmholtz free energy, the internal variables and the dissipation function. In the current material model, we investigate the linear isotropic hardening with the plastic potential w(α p ) = 1 2 K H α 2 p , and a twice differentiable damage function f (d) = exp(−d) with d ∈ [0, ∞). Utilization of the damage function f (d) leads to a softening behavior and causes the ill-posedness and numerically instability problems. Therefore, the regularization of the model is achieved by the gradient enhancement of the damage function f , specifically by adding a potential that is convex in the highest gradients to the mechanical contribution of the Helmholtz free energy. The total Helmholtz free energy thus readswhere β stands for the gradient parameter and used as a switch between local and enhanced model: setting β = 0 obtains a local coupled damage-plasticity model. In this study for brittle damage and classical rate-independent plasticity, we chose the dissipation function as D = D d + D p = r d |ḋ| + r p |ε p |, which is a homogeneous function of order one in both rates. Application of Hamilton's principle yields the evolution equations for the plastic strains, the hardening variable, and the damage function. Details are given in [1]. Thus, the evolution equation and yield function ...