Abstract

This paper concerns the analysis and implementation of a novel iterative staggered scheme for quasi-static brittle fracture propagation models, where the fracture evolution is tracked by a phase field variable. The model we consider is a two-field variational inequality system, with the phase field function and the elastic displacements of the solid material as independent variables. Using a penalization strategy, this variational inequality system is transformed into a variational equality system, which is the formulation we take as the starting point for our algorithmic developments. The proposed scheme involves a partitioning of this model into two subproblems; phase field and mechanics, with added stabilization terms to both subproblems for improved efficiency and robustness. We analyze the convergence of the proposed scheme using a fixed point argument, and find that under a natural condition, the elastic mechanical energy remains bounded, and, if the diffusive zone around crack surfaces is sufficiently thick, monotonic convergence is achieved. Finally, the proposed scheme is validated numerically with several bench-mark problems.

Highlights

  • Fracture propagation is currently an important topic with many applications in various engineering fields

  • What follows is a brief description of the phase field approach for quasi-static brittle fracture propagation, see e.g. [3,11] for more details

  • We introduce the following assumption related to the elastic mechanical strain

Read more

Summary

Introduction

Fracture propagation is currently an important topic with many applications in various engineering fields. It is well known that when reaching the critical loading steps during the computation of brittle fracture phase field problems (i.e., when the crack is propagating), spikes in iteration numbers appear For this reason, and thanks to the monotonic convergence property of the proposed scheme, we show that a (low) upper bound on the number of iterations may be enforced, while the computed results are still in very good agreement with the non-truncated solutions. The main aims of this work are three-fold: Under a natural assumption, we prove the convergence of a novel iterative staggered scheme, optimized for phase field brittle fracture propagation problems Based on these theoretical findings, we design a robust solution algorithm with monotonic convergence properties.

Preliminaries
Governing equations
Iterative scheme
Convergence analysis
Algorithm
Numerical experiments
Single edge notched tension test
An asymmetrically notched three point bending test
Verification of Assumption 1
Conclusions

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.