A variational formulation of Griffith phase-field fracture with material strength
In this expository Note, it is shown that the Griffith phase-field theory of fracture accounting for material strength originally introduced by Kumar, Francfort, and Lopez-Pamies (J Mech Phys Solids 112, 523–551, 2018) in the form of PDEs can be recast as a variational theory. In particular, the solution pair (u,v) defined by the PDEs for the displacement field u and the phase field v is shown to correspond to the fields that minimize separately two different functionals, much like the solution pair (u,v) defined by the original phase-field theory of fracture without material strength implemented in terms of alternating minimization. The merits of formulating a complete theory of fracture nucleation and propagation via such a variational approach — in terms of the minimization of two different functionals — are discussed.
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- Mechanical Engineering & Transports
- 4017 Mechanical engineering
- 4016 Materials engineering
- 4005 Civil engineering
- 0913 Mechanical Engineering
- 0912 Materials Engineering
- 0905 Civil Engineering
Citation
Published In
DOI
EISSN
ISSN
Publication Date
Volume
Issue
Start / End Page
Related Subject Headings
- Mechanical Engineering & Transports
- 4017 Mechanical engineering
- 4016 Materials engineering
- 4005 Civil engineering
- 0913 Mechanical Engineering
- 0912 Materials Engineering
- 0905 Civil Engineering