Phase-field computation of brittle fracture: robustness, efficiency, and characterisation of solution non-uniqueness

Phase-field computation of brittle fracture: robustness, efficiency, and characterisation of solution non-uniqueness

Project abstract

In variational phase-field modeling of brittle fracture, the functional to be minimized is not convex, so that the necessary stationarity conditions of the functional may admit multiple solutions. The solution obtained in an actual computation is typically one out of several local minimizers. Evidence of multiple solutions induced by small perturbations of numerical or physical parameters is occasionally recorded but not explicitly investigated in the literature.

In this project, we focus on the search for not just one particular solution, but the simultaneous description of all possible solutions (local minimizers), along with the probabilities of their occurrence.

To this end, the stochastic relaxation of the variational brittle fracture problem through random perturbations of the functional is proposed, giving rise to the concept of stochastic solution represented by random fields or random variables with values in the classical deterministic solution spaces.

In the numerical simulations, a simple Monte Carlo approach to compute approximations to such stochastic solutions is used. The final result of the computation is not a single crack pattern, but rather several possible crack patterns and their probabilities.

Representative images

Figure 1: the images from “crack_types.png”
Examples of non-unique solutions (in terms of crack path) for the anti-plane shear test; deterministic computational results
Figure 2: the image from “mean_and_std.png”
Stochastic simulations: estimated expected value (on the left) and standard deviation (on the right) of the crack phase-field which feature all three deterministic crack patterns

Publications

  • T. Gerasimov and L. De Lorenzis. On penalization in variational phase-field models of brittle fracture. Computer Methods in Applied Mechanics and Engineering, 354, 990–1026, 2019
  • T. Gerasimov, U. Römer, J. Vondřejc, H. Mathhies, and L. De Lorenzis. Stochastic phase-field modeling of brittle fracture: computing multiple crack patterns and their probabilities, submitted

Name of external collaborators

  • Jun.-Prof. Dr.-Ing. Ulrich Römer, Institut für Dynamik und Schwingungen, Technische Universität Braunschweig, Germany
  • Dr. Jaroslav Vondřejc, Institute of Scientific Computing, Technische Universität Braunschweig, Germany
  • Prof. Dr. Hermann Mathhies, Institute of Scientific Computing, Technische Universität Braunschweig, Germany
  • Prof. Dr. Laura De Lorenzis, Department of Mechanical and Process Engineering, ETH Zürich, Switzerland