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)
 
Search WWH ::




Custom Search