A fracture-controlled path-following technique for phase-field modeling of brittle fracture

In the phase-field description of brittle fracture, the fracture-surface area can be expressed as a functional of the phase field (or damage field). In this work we study the applicability of this explicit expression as a (non-linear) path-following constraint to robustly track the equilibrium path in quasi-static fracture propagation simulations, which can include snap-back phenomena. Moreover, we derive a fracture-controlled staggered solution procedure by systematic decoupling of the path-following controlled elasticity and phase-field problems. The fracture-controlled monolithic and staggered solution procedures are studied for a series of numerical test cases. The numerical results demonstrate the robustness of the new approach, and provide insight in the advantages and disadvantages of the monolithic and staggered procedures. HighlightsThe phase-field fracture-surface area is used as a path-following control equation.A staggered path-following algorithm is derived from the monolithic formulation.A detailed comparison of the monolithic and staggered schemes is presented.The influence of phase-field tip enrichment on snap-back behavior is demonstrated.

[1]  Christian Miehe,et al.  A phase field model of electromechanical fracture , 2010 .

[2]  Mae Kaunda Challenges and advances in non-linear finite element analysis of solids and structures , 2013 .

[3]  Christopher J. Larsen,et al.  A time-discrete model for dynamic fracture based on crack regularization , 2011 .

[4]  Ekkehard Ramm,et al.  Strategies for Tracing the Nonlinear Response Near Limit Points , 1981 .

[5]  B. Bourdin,et al.  The Variational Approach to Fracture , 2008 .

[6]  Cv Clemens Verhoosel,et al.  A phase‐field model for cohesive fracture , 2013 .

[7]  Mike A. Crisfield,et al.  Accelerated solution techniques and concrete cracking , 1982 .

[8]  M. A. Gutiérrez Energy release control for numerical simulations of failure in quasi‐brittle solids , 2004 .

[9]  Cv Clemens Verhoosel,et al.  A dissipation‐based arc‐length method for robust simulation of brittle and ductile failure , 2009 .

[10]  Radek Stoček,et al.  Fracture, fatigue and lifetime prediction Fracture behavior of rubber-like materials under classical Fatigue Crack Growth vs. Chip & Cut analysis : R. Stoček P. Ghosh & R. Mukhopadhyay , 2013 .

[11]  Cv Clemens Verhoosel,et al.  Non-Linear Finite Element Analysis of Solids and Structures , 1991 .

[12]  L. J. Sluys,et al.  A phantom node formulation with mixed mode cohesive law for splitting in laminates , 2009 .

[13]  Christian Miehe,et al.  Phase field modeling of fracture in rubbery polymers. Part I: Finite elasticity coupled with brittle failure , 2014 .

[14]  M. Wheeler,et al.  An augmented-Lagrangian method for the phase-field approach for pressurized fractures , 2014 .

[15]  Mgd Marc Geers,et al.  Enhanced solution control for physically and geometrically non‐linear problems. Part II—comparative performance analysis , 1999 .

[16]  E. Riks An incremental approach to the solution of snapping and buckling problems , 1979 .

[17]  Cv Clemens Verhoosel,et al.  A phase-field description of dynamic brittle fracture , 2012 .

[18]  Mgd Marc Geers,et al.  ENHANCED SOLUTION CONTROL FOR PHYSICALLY AND GEOMETRICALLY NON-LINEAR PROBLEMS. PART I|THE SUBPLANE CONTROL APPROACH , 1999 .

[19]  Cv Clemens Verhoosel,et al.  Phase-field models for brittle and cohesive fracture , 2014 .

[20]  Christian Miehe,et al.  A phase field model for rate-independent crack propagation: Robust algorithmic implementation based on operator splits , 2010 .

[21]  R. Borst Computation of post-bifurcation and post-failure behavior of strain-softening solids , 1987 .