Here, the so-called crack surface density function γ(ϕ, ∇ϕ) is a function of the phase field
ϕ and its gradient
∇ϕ, which is defined in the whole domain
Ω instead of only on the crack surfaces. The crack surface density function
γ also depends on the internal length scale
lint that controls the regularization, which means that
Γl → Γ for
lint → 0.
where Sl is a driving source term,
Rl is a viscous resistance term, and the inequality indicates the irreversibility of processes like damage and fracture. For a general crack surface density function with source and viscous resistance terms of the form
Herein, τ is a viscous regularization time constant and
f is a local source term. In the derivation, homogeneous Neumann conditions are assumed on the external boundaries of the domain, that is,
where N is the normal to the undeformed surface.
By inserting Equation 13-6 into
Equation 13-4, the strong form of the phase field equation reads
The weak form of Equation 13-7 is the default equation solved in the Phase Field in Solids interface.
Alternative phase field models of fracture have considered a crack surface density function that deviate from the local quadratic term ϕ2 and include anisotropy in the form of a structure tensor
D in the nonlocal term (see
Ref. 3 for a review). In the Phase Field in Solids interface, such a generalization of
Equation 13-7 that also includes an extension to multiple phase fields
ϕk is written as
and the structure tensor Dk = I. Note that, in absence of a source term
f, the quadratic form has the advantage of admitting the trivial solution
ϕ = 0 as well as guaranteeing that the solution is bounded,
ϕ ∈ [0, 1] (
Ref. 1). If required, bounds on the phase field variable can be added in terms of weak inequality constraints, see
Bounds in the
The Phase Field in Solids Interface.