Biomedical Engineering Reference
In-Depth Information
Chapter 6
Modeling the Respiratory Tree by Means
of Mechanical Analogy
6.1 Basic Elements
When a force
F
is applied to an object with initial length
and cross-sectional area
A
, a mechanical stress
σ
results. Consequently, a deformation occurs
, which
leads us to define the strain
ε
:
F
A
;
σ
=
ε
=
(6.1)
The following relations can be defined between the stress and the strain, in which
E
is the elasticity modulus and
η
the viscosity coefficient [
23
].
For a spring:
σ(t)
=
E
·
ε(t)
(6.2)
denoting Hooke's Law and the linear elastic behavior of materials. Supposing a si-
nusoidal strain applied to the material:
ε(t)
=
ε
0
·
sin
(ωt)
, then the stress is in phase
with the strain and its amplitude is given by
E
ε
0
. Observing the corresponding
stress-strain curve from Fig.
6.1
-left, the load and unload are following the same
path; therefore no loss of energy occurs. Hence, we conclude that elastic materials
do not show energy-dissipation phenomena.
For a damper
:
·
d
dt
ε(t)
σ(t)
=
μ
·
(6.3)
denoting Newton's Law and describing the viscous behavior of a linear flow. Apply-
ing a similar strain as above, the stress will lead the strain by 90
◦
with an amplitude
equal to
μ
ε
0
. The amplitude is therefore frequency dependent. When both sig-
nals are opposite in phase, as depicted in Fig.
6.1
-right, we see that all the energy is
used (equal hysteresis on both sides). Therefore, we conclude that viscous materials
show energy-dissipation phenomena.
Emerging theories of fractional calculus allowed the appearance of a novel term,
i.e. a
spring-pot
of order
n
(with 0
·
ω
·
≤
n
≤
1), characterized by the following relation:
d
n
dt
n
ε(t)
σ(t)
=
η
·
(6.4)