Well-Posedness of the Fractional Zener Wave Equation for Heterogeneous Viscoelastic Materials
Zener’s model for viscoelastic solids replaces Hooke’s law σ = 2 μ ε ( u ) + λ tr( ε ( u )) I , relating the stress tensor σ to the strain tensor ε ( u ), where u is the displacement vector, μ > 0 is the shear modulus, and λ ≥ 0 is the first Lamé coefficient, with the constitutive law (1 + τ D t...
Gespeichert in:
Veröffentlicht in: | Fractional calculus & applied analysis 2020-02, Vol.23 (1), p.126-166 |
---|---|
Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
Zusammenfassung: | Zener’s model for viscoelastic solids replaces Hooke’s law
σ
= 2
μ
ε
(
u
) + λ tr(
ε
(
u
))
I
, relating the stress tensor
σ
to the strain tensor
ε
(
u
), where
u
is the displacement vector,
μ
> 0 is the shear modulus, and λ ≥ 0 is the first Lamé coefficient, with the constitutive law (1 +
τ
D
t
)
σ
= (1 +
ρ
D
t
)[2
μ
ε
(
u
) + λ tr(
ε
(
u
))
I
], where
τ
> 0 is the characteristic relaxation time and
ρ
≥
τ
is the characteristic retardation time. It is the simplest model that predicts creep/recovery and stress relaxation phenomena. We explore the well-posedness of the fractional version of the model, where the first-order time-derivative
D
t
in the constitutive law is replaced by the Caputo time-derivative
D
t
with
α
∈ (0, 1),
μ
, λ belong to L
∞
(Ω),
μ
is bounded below by a positive constant and λ is nonnegative. We show that, when coupled with the equation of motion
ϱ
ü
= Div
σ
+
f
, considered in a bounded open Lipschitz domain Ω in ℝ
3
and over a time interval (0,
T
], where
ϱ
∈ L
∞
(Ω) is the density of the material, assumed to be bounded below by a positive constant, and
f
is a specified load vector, the resulting model is well-posed in the sense that the associated initial-boundary-value problem, with initial conditions
u
(0,
x
) =
g
(
x
),
u̇
(0,
x
) =
h
(
x
),
σ
(0,
x
) =
S
(
x
), for
x
∈ Ω, and a homogeneous Dirichlet boundary condition, possesses a unique weak solution for any choice of
g
∈ [H
1
0
(Ω)]
3
,
h
∈ [L
2
(Ω)]
3
, and
S
=
S
T
∈ [L
2
(Ω)]
3×3
, and any load vector
f
∈ L
2
(0,
T
; [L
2
(Ω)]
3
), and that this unique weak solution depends continuously on the initial data and the load vector. |
---|---|
ISSN: | 1311-0454 1314-2224 |
DOI: | 10.1515/fca-2020-0005 |