Biomedical Engineering Reference
In-Depth Information
Consequently, ε A =
B sin (
δ) at the intersection. However, the ellipse is symmet-
ric, so A
B sin δ .
Now, with the aim of obtaining a different relation between δ and the param-
eters of the ellipse, consider the point of maximum stress, which occurs when
sin (ωt + δ) =
=
π
1. Then ωt + δ =
2 , and referring to Fig. 6.15 ,wehave
B sin π
δ
B sin π
2
δ)
cos π
2
C
=
ε(σ max )
=
2
=
cos (
δ)
+
sin (
(6.60)
thus
B cos δ (6.61)
Since A = B sin δ , then tan δ = A/C , it follows that the width of the elliptic Lis-
sajous figure is a measure of the loss angle δ of a linearly viscoelastic material.
To obtain a relation for the storage modulus E S in connection with the elliptic
stress-strain curve, suppose ε
ε(σ max )
=
=
ε max sin ωt . Then, the stress σ at the maximum
strain is σ
E S ε max
so the slope of the line from the origin to the point of maximum strain is E S ,as
shown in Fig. 6.15 .
To obtain a relation for the storage compliance J S in connection with the ellip-
tic stress-strain curve, suppose σ
=
E S ε max sin ωt
+
E D ε max cos ωt .For ε max ,ωt
=
π/ 2, then σ
=
=
σ max sin ωt . Then, the strain at the maximum
J |
stress is, by the definition of
|
, ε
=
(J S
jJ D max . Hence ε
=
J S σ max sin ωt
J D σ max cos ωt , because j =
1 implies a 90-degree phase shift. For σ max ,ωt =
π/ 2, then ε = J S σ max or σ max = ε/J S . Therefore, the slope of the line from the
origin to the point of maximum stress is 1 /J S , as shown in Fig. 6.15 . Observe that
1 /J S
E S equality occurs if the material is elastic (i.e. δ
=
0).
Consider now the time t
=
0, and ε
=
0. It follows that σ(t)
=
D sin δ , with
σ(t)
=
ε max [
E S sin ωt
+
E D cos ωt
]
.For t
=
0, σ 0 =
ε max E D , which is marked as
an intercept on the ordinate in Fig. 6.15 .
Also observe that σ max =|
ε max , so, again referring to Fig. 6.15 , this modulus
corresponds to a line of intermediate slope between that for E S and that for 1 /J S .
To conclude this line of thoughts, the loss angle δ , or the loss tangent tan δ ,may
be considered as the fundamental measure of damping in a linear material.
However, the above derivation is not limited to linear viscoelastic properties.
Also nonlinear viscoelastic materials can be excited by sinusoidal loads. The sim-
plest dynamic example of the effect of nonlinearity is nonlinear elasticity in one
dimension. Suppose that
E |
σ
=
f(ε)
(6.62)
If we write f(ε) as a power series we obtain
a 1 ε 1
a 2 ε 2
a 3 ε 3
σ
=
+
+
+···
(6.63)
and if the strain is sinusoidal, say ε
=
cos ωt and using trigonometric identities, for
example,
1
2 ( 1
cos 2 ωt =
+
cos 2 ωt)
(6.64)
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