2. Conservation Laws
Balance of Mass
๏ง The principle of mass conservation
Balance of Momentum & Angular Momentum
๏ง A reformulation of Newtonโs second law of motion โ
๏ง Emphasis on continuously distributed matter. Symmetry
๏ช Balance of Energy and the Work Principle.
๏ง Conjugate Stress Analysis
๏ง Consistency in the scalar quantities Work and Energy.
๏ช Inbalance of Entropy โ
๏ง Statement of the second law of thermodynamics.
๏ง The principle of energy availability;
๏ง Implications on Processes & Efficiency
Department of Systems Engineering, University of Lagos 2 oafak@unilag.edu.ng 12/30/2012
3. Balance of Mass
๏ช The mass of a continuously distributed body is defined in
basic physics as the total amount of substance or material
contained in the body. The basic idea behind the
conservation law is that the mass of an identified quantity
is not subject to change during motion. Here, we are
obviously restricting ourselves to non-relativisitic
mechanics. It is appropriate to reiterate certain basic
definitions at this point:
๏ช System: A particular collection of matter in space that is of
interest. The complement of this is the rest of matter โ
essentially, the rest of the universe. The boundary of the
system is the surface that separates them. The kind of
system depends on the nature of this surface โ especially
what are allowed to pass through.
Department of Systems Engineering, University of Lagos 3 oafak@unilag.edu.ng 12/30/2012
4. Open & Closed System
๏ช A system is open if matter or mass can pass through the
boundary. Otherwise the system is closed. In a closed
system therefore, we are dealing with the same quantity of
matter throughout the motion as no new mass comes in
and old matter are trapped inside.
๏ช In addition to this, a system may also be closed to energy
transfer. Such a system is said to be isolated. A thermally
isolated system, closed to the transfer of heat energy
across the boundary is said to be insulated. A system may
also be only mechanically isolated. An intensive or bulk
property is a scale-invariant physical property of a system.
By contrast, an extensive property of a system is directly
proportional to the system size or the amount of material
in the system.
Department of Systems Engineering, University of Lagos 4 oafak@unilag.edu.ng 12/30/2012
5. Leibniz-Reynolds Transport Theorem
๏ช The rate of change of an extensive property ฮฆ, for the
system is equal to the time rate of change of ฮฆ within
the volume ฮฉ and the net rate of flux of the property ฮฆ
through the surface ๐ฮฉ, or
๐ท ๐ฮฆ
ฮฆ(๐ฑ, ๐ก)๐๐ฃ = ฮฆ๐ฏ โ ๐ง ๐๐ + ๐๐ฃ
๐ท๐ก ฮฉ ๐ฮฉ ฮฉ ๐๐ก
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6. Proof
๏ช The fact that the volume is variable with time that is, ฮฉ = ๐บ(๐ก)
means that the derivative does not commute with the integral in
spatial coordinates. A transformation to material coordinates
simplifies the situation. Use the fact that in material coordinates,
a derivative under the integral sign is the same as the derivative
of the integral itself. If ๐ผ ๐ก = ฮฉ ฮฆ ๐ฑ, ๐ก ๐๐ฃ then
๐ท ๐๐ฃ ๐ท
๐ผ ๐ก = ฮฆ ๐ฑ, ๐ก ๐๐ = ฮฆ ๐ฑ, ๐ก ๐ฝ๐๐
๐ท๐ก ฮฉ ๐๐ ๐ท๐ก ฮฉ0
๐ท
= ฮฆ ๐ฑ, ๐ก ๐ฝ ๐๐ = ฮฆ ๐ฑ, ๐ก ๐ฝ + ๐ฝฮฆ ๐ฑ, ๐ก ๐๐
ฮฉ0 ๐ท๐ก ฮฉ0
๐ฝ
= ฮฆ ๐ฑ, ๐ก + ฮฆ ๐ฑ, ๐ก ๐ฝ๐๐
ฮฉ0 ๐ฝ
= ฮฆ ๐ฑ, ๐ก + div ๐ฏ ฮฆ ๐ฑ, ๐ก ๐๐ฃ
ฮฉ
Department of Systems Engineering, University of Lagos 6 oafak@unilag.edu.ng 12/30/2012
7. We now use of the fact that, for any spatial function,๐(๐ฑ, ๐ก), the
๐ท๐ ๐ฑ,๐ก ๐๐ ๐ฑ,๐ก ๐๐ ๐ฑ,๐ก
material time derivative, = + ๐ฏโ . Consequently,
๐ท๐ก ๐๐ก ๐๐ฑ
๐ท
๏ช ๐ผ ๐ก = ฮฉ0 ๐ท๐ก
ฮฆ ๐ฑ, ๐ก ๐ฝ ๐๐ = ฮฉ0
ฮฆ ๐ฑ, ๐ก ๐ฝ + ๐ฝฮฆ ๐ฑ, ๐ก ๐๐
๐ฝ
= ฮฆ ๐ฑ, ๐ก + ฮฆ ๐ฑ, ๐ก ๐ฝ๐๐
ฮฉ0 ๐ฝ
= ฮฆ ๐ฑ, ๐ก + div ๐ฏ ฮฆ ๐ฑ, ๐ก ๐๐ฃ
ฮฉ
๐ฮฆ ๐ฑ, ๐ก
= + ๐ฏ โ grad ฮฆ ๐ฑ, ๐ก + div ๐ฏ ฮฆ ๐ฑ, ๐ก ๐๐ฃ =
ฮฉ ๐๐ก
๐ฮฆ ๐ฑ, ๐ก
= + div ๐ฏฮฆ ๐๐ฃ
ฮฉ ๐๐ก
which after applying the divergence theorem of Gauss, we find to be,
๐ฮฆ ๐ฑ, ๐ก ๐ฮฆ
๐ผ ๐ก โก + div ๐ฏฮฆ ๐๐ฃ = ฮฆ๐ฏ โ ๐ง ๐๐ + ๐๐ฃ
ฮฉ ๐๐ก ๐ฮฉ ฮฉ ๐๐ก
as required.
Department of Systems Engineering, University of Lagos 7 oafak@unilag.edu.ng 12/30/2012
8. Conservation of Mass
Based upon the above theorem, we can express the balance
of mass compactly, considering the fact that,
ฯฑ ๐ฑ, ๐ก ๐๐ฃ = ฯฑ0 ๐ ๐๐
ฮฉ ฮฉ0
The right hand of the above equation is independent of time
t. Hence a time derivative,
๐ท ๐ท
ฯฑ ๐ฑ, ๐ก ๐๐ฃ = ฯฑ ๐ ๐๐ = 0
๐ท๐ก ฮฉ ๐ท๐ก ฮฉ0
Invoking the Leibniz-Reynolds theorem, we conclude that,
๐ฯฑ ๐ฯฑ
+ div ๐ฏฯฑ ๐๐ฃ = ฯฑ๐ฏ โ ๐ง ๐๐ + ๐๐ฃ = 0
ฮฉ ๐๐ก ๐ฮฉ ฮฉ ๐๐ก
Department of Systems Engineering, University of Lagos 8 oafak@unilag.edu.ng 12/30/2012
9. Conservation of Mass
The mass generation inside the system plus the net mass
transport across the boundary sum up to zero.
๐๐
๐๐ฃ + ๐๐ฏ โ ๐ ๐๐ = 0
๐บ ๐๐ก ๐๐บ
Equivalently, in differential form, The time rate of change
of spatial density ๐ plus the divergence of mass flow rate
equals zero.
๐๐
+ div ๐ฏ๐ = 0
๐๐ก
Or equivalently,
๐ท๐
+ ๐ div ๐ฏ = 0
๐ท๐ก
Department of Systems Engineering, University of Lagos 9 oafak@unilag.edu.ng 12/30/2012
10. Implications for Scalar Fields
For a scalar field ๐(๐ฑ, ๐ก), using the continuity equation, we
can write,
๐ ๐๐ ๐๐ ๐๐ ๐๐
= ๐ + ๐ = ๐ โ ๐div ๐๐ฏ
๐๐ก ๐๐ก ๐๐ก ๐๐ก
๐๐
= ๐ โ div ๐ฏ๐๐ + ๐๐ฏ โ grad๐
๐๐ก
๐๐ ๐๐
= ๐ โ div ๐ฏ๐๐ + ๐๐ฏ โ
๐๐ก ๐๐ฑ
๐ท๐
= ๐ โ div ๐ฏ๐๐
๐ท๐ก
from which we can conclude that,
๐ท๐ ๐ ๐๐
๐ = + div ๐ฏ๐๐ .
๐ท๐ก ๐๐ก
Department of Systems Engineering, University of Lagos 10 oafak@unilag.edu.ng 12/30/2012
11. Mass Measure
Furthermore, in spatial coordinates, using Leibniz
theorem,
๐ท ๐ท ๐๐
๐๐ ๐๐ฃ = + div ๐ฏ ๐๐ ๐๐ฃ
๐ท๐ก ฮฉ ฮฉ ๐ท๐ก
๐ท๐ ๐ท๐
= ๐ + ๐ + ๐ div ๐ฏ) ๐๐ฃ
ฮฉ ๐ท๐ก ๐ท๐ก
๐ท๐
= ๐ ๐๐ฃ
ฮฉ ๐ท๐ก
a relationship we can also arrive at by treating the
โmass measureโ ๐๐๐ฃ as a constant under spatial
volume integration [Gurtin et al. pg 130].
Department of Systems Engineering, University of Lagos 11 oafak@unilag.edu.ng 12/30/2012
12. Vector Fields
Such a process remains valid for any spatial vector or tensor
๐ ๐ฑ, ๐ก , the above expression remains valid, for,
๐ท ๐ท ๐๐ ๐ฑ, ๐ก
๐๐ ๐ฑ, ๐ก ๐๐ฃ = + div ๐ฏ ๐๐ ๐ฑ, ๐ก ๐๐ฃ
๐ท๐ก ฮฉ ฮฉ ๐ท๐ก
๐ท๐ ๐ฑ, ๐ก ๐ท๐
= ๐ + ๐ ๐ฑ, ๐ก + ๐ div ๐ฏ ๐๐ฃ
ฮฉ ๐ท๐ก ๐ท๐ก
๐ท๐ ๐ฑ, ๐ก
= ๐ ๐๐ฃ
ฮฉ ๐ท๐ก
Again, bringing the derivative under the integral sign with the
mass measure ๐๐๐ฃ treated as a constant under the integral
on account of continuity.
Department of Systems Engineering, University of Lagos 12 oafak@unilag.edu.ng 12/30/2012
13. Vector & Tensor Fields
For a vector field ๐ ๐ฑ, ๐ก , we can also write,
๐ ๐๐ ๐ฑ, ๐ก ๐๐ ๐๐ ๐๐
= ๐ + ๐ = ๐ โ ๐ div ๐ฏ๐
๐๐ก ๐๐ก ๐๐ก ๐๐ก
๐๐ ๐๐
= ๐ โ div ๐๐ฏ โ ๐ + ๐๐ฏ โ [See Ex 3.1 28 ]
๐๐ก ๐๐ฑ
๐๐
= ๐ โ div ๐๐ฏ โ ๐
๐๐ก
from which we can conclude that,
๐๐ ๐ ๐๐
๐ = + div ๐๐ฏ โ ๐
๐๐ก ๐๐ก
Department of Systems Engineering, University of Lagos 13 oafak@unilag.edu.ng 12/30/2012
14. Vector & Tensor Fields
Furthermore for a tensor field, the arguments are
exactly the same and the result is in objects of one
degree higher:
๐ท๐ต ๐ ๐๐ต
๐ = + div ๐๐ฏ โ ๐ต
๐ท๐ก ๐๐ก
In particular, for the velocity field, we can see clearly
that,
๐๐ฏ ๐ ๐๐ฏ
๐ = + div ๐๐ฏ โ ๐ฏ
๐๐ก ๐๐ก
Department of Systems Engineering, University of Lagos 14 oafak@unilag.edu.ng 12/30/2012
15. Mass Balance on Control Volume
A control volume ๐ is a fixed region of space entirely encompassed
by the deformed configuration. It is therefore permissible for
material to pass through its boundary while the boundary itself is
taken as being fixed in time. First consider the scalar function
๐(๐ฑ, ๐ก) which depends on both the spatial location and time.
๐ ๐
๐๐ ๐๐ฃ = ๐๐ ๐๐ฃ
๐๐ก ๐ ๐ ๐๐ก
๐๐ ๐๐ ๐๐ ๐๐
= ๐ + ๐ ๐๐ฃ = ๐ ๐๐ฃ + ๐ ๐๐ฃ
๐ ๐๐ก ๐๐ก ๐ ๐๐ก ๐ ๐๐ก
๐๐ ๐๐
= ๐ ๐๐ฃ + ๐ ๐๐ฃ
๐ ๐๐ก ๐ ๐๐ก
๐๐
= ๐ ๐๐ฃ โ ๐๐๐ฏ โ ๐ ๐๐
๐ ๐๐ก ๐๐
Department of Systems Engineering, University of Lagos 15 oafak@unilag.edu.ng 12/30/2012
16. Mass Balance on Control Volume
For a vector field ๐ ๐ฑ, ๐ก , applying the conservation of mass
as before, we can write,
๐ ๐ ๐๐ ๐๐
๐๐ ๐ฑ, ๐ก ๐๐ฃ = ๐๐ ๐๐ฃ = ๐ + ๐ ๐๐ฃ
๐๐ก ๐ ๐ ๐๐ก ๐ ๐๐ก ๐๐ก
๐๐ ๐๐
= ๐ ๐๐ฃ + ๐ ๐๐ฃ
๐ ๐๐ก ๐ ๐๐ก
๐๐
= ๐ ๐๐ฃ โ ๐๐๐ฏ โ ๐ง ๐๐
๐ ๐๐ก ๐๐
๐๐
= ๐ ๐๐ฃ โ ๐ ๐ โ ๐ฏ ๐ง ๐๐
๐ ๐๐ก ๐๐
so that,
๐๐ ๐
๐ ๐๐ฃ = ๐๐ ๐ฑ, ๐ก ๐๐ฃ + ๐ ๐ โ ๐ฏ ๐ ๐๐
๐ ๐๐ก ๐๐ก ๐ ๐๐
Department of Systems Engineering, University of Lagos 16 oafak@unilag.edu.ng 12/30/2012
17. Cauchyโs Laws of Motion
The momentum balance principles in this section are
generalizations of Newtonโs second law of motion in the
context of a continuously distributed body instead of a
particle. These principles lead to the Cauchyโs Laws of
motion. We begin this section with the linear momentum
balance. Continuing from the last section, we can express the
linear momentum of a body in the spatial frame as,
๐ท(๐ก) = ๐ ๐ฑ, ๐ก ๐ฏ ๐ฑ, ๐ก ๐๐ฃ = ๐0 ๐ ๐ ๐, ๐ก ๐๐
ฮฉ ฮฉ0
where ฮฉ is the spatial configuration volume and ฮฉ0 the
reference configuration.
Department of Systems Engineering, University of Lagos 17 oafak@unilag.edu.ng 12/30/2012
18. Linear Momentum
The balance of linear momentum, according to the
second law of Newton is that,
๐ท๐ท(๐ก)
= ๐ญ(๐ก)
๐ท๐ก
where ๐ญ(๐ก) is the resultant force on the system. Hence
by the conservation of linear momentum, we may write,
Department of Systems Engineering, University of Lagos 18 oafak@unilag.edu.ng 12/30/2012
19. Cauchyโ Law
๐ท
๐ท ๐ก = ๐ ๐ฑ, ๐ก ๐ฏ ๐ฑ, ๐ก ๐๐ฃ
๐ท๐ก ฮฉ
๐ท
= ๐0 ๐ ๐ ๐, ๐ก ๐๐ = ๐ญ(๐ก)
๐ท๐ก ฮฉ0
We now look at the forces acting on the body from the
categorization of surface and body forces. The surface forces
are measured by the tractions or force intensities ๐ ๐ง per
unit area of the surface while the body forces are in terms of
the specific body force ๐ per unit volume. Clearly,
๐ญ ๐ก = ๐ป ๐ ๐ฑ, ๐ก ๐๐ + ๐ ๐ฑ, ๐ก ๐๐ฃ
๐ฮฉ ฮฉ
Department of Systems Engineering, University of Lagos 19 oafak@unilag.edu.ng 12/30/2012
20. Cauchy law of Motion
๐
By Cauchyโs stress law, ๐ป = ๐ โ ๐. Consequently, we
may write,
๐ท ๐ง
๐๐ฏ๐๐ฃ = ๐ ๐ฑ, ๐ก ๐๐ + ๐ ๐ฑ, ๐ก ๐๐ฃ
๐ท๐ก ฮฉ ๐ฮฉ ฮฉ
= ๐๐ง๐๐ + ๐๐๐ฃ
๐ฮฉ ฮฉ
= (grad๐ + ๐)๐๐ฃ
ฮฉ
Department of Systems Engineering, University of Lagos 20 oafak@unilag.edu.ng 12/30/2012
21. Cauchyโs Law
The law of conservation of mass allows us to take the above
substantial derivative under the integral, we are allowed to treat
the mass measure as a constant, hence we can write that,
๐ท ๐ท
๐๐ฏ๐๐ฃ = ๐๐ฏ ๐๐ฃ
๐ท๐ก ฮฉ ฮฉ ๐ท๐ก
๐๐ฏ ๐ฑ, ๐ก
= ๐ ๐๐ฃ
ฮฉ ๐๐ก
= (grad ๐ + ๐)๐๐ฃ
ฮฉ
We can write the above equation in differential form as,
๐๐ฏ ๐ฑ, ๐ก
grad ๐ + ๐ = ๐
๐๐ก
when we remember the definition of the derivative with respect to
the position vector.
Department of Systems Engineering, University of Lagos 21 oafak@unilag.edu.ng 12/30/2012
22. Formal Statement
Euler-Cauchy First Law of Motion:
The divergence of the stress tensor ๐ plus the body force
๐ per unit volume equals material time rate of change of
linear momentum.
D๐ฏ
grad ๐ + ๐ = ๐
D๐ก
Department of Systems Engineering, University of Lagos 22 oafak@unilag.edu.ng 12/30/2012
23. Cauchy Second Law of Motion
The rate of change of angular momentum about a point,
๐ณ(๐ก) is equal to the sum of the external moments about
that point. In a continuously distributed medium, the
Cauchy Stress Tensor field is a symmetric tensor
๐ ๐ (๐ฑ, ๐ก) = ๐(๐ฑ, ๐ก)
We do not offer a proof here of this important theorem
except to say that it is a consequence of the balance of
angular momentum. The full proof is in the accompanying
notes to the slides.
Department of Systems Engineering, University of Lagos 23 oafak@unilag.edu.ng 12/30/2012
24. Cauchy Second Law
In concluding this section, observe that the natural
tensor characterizations of strain such as deformation
gradient, displacement gradient are not symmetric.
๏ง Various strain tensors are defined. These were done
essentially to separate the rigid body displacements
from actual deformations.
๏ง The symmetry of Lagrangian and Eulerian strains are
definitions. On the other hand, the Cauchy true stress
is symmetric as a natural principle.
Department of Systems Engineering, University of Lagos 24 oafak@unilag.edu.ng 12/30/2012
25. Work and Energy Balance
We are now in a position to compute such quantities as
work rate and energy. Beginning with Euler-Cauchy first
law of motion,
๐ท
div๐ + ๐ = ๐๐ฏ = ๐๐ฏ
๐ท๐ก
if we assume density is constant. A scalar product of
this equation with velocity gives,
div๐ + ๐ โ ๐ฏ = ๐๐ฏ โ ๐ฏ
Department of Systems Engineering, University of Lagos 25 oafak@unilag.edu.ng 12/30/2012
26. Work and Energy Balance
Integrating over the spatial volume,
div ๐ + ๐ โ ๐ฏ๐๐ฃ = div ๐ โ ๐ฏ๐๐ฃ + ๐ โ ๐ฏ๐๐ฃ =
ฮฉ ฮฉ ฮฉ
๐๐ฏ โ ๐ฏ ๐๐ฃ = div ๐ โ ๐ฏ ๐๐ฃ โ ๐ โถ ๐ณ ๐๐ฃ + ๐ โ ๐ฏ๐๐ฃ
ฮฉ ฮฉ ฮฉ ฮฉ
= div ๐ โ ๐ฏ ๐๐ฃ โ tr ๐ โ ๐ณ ๐๐ฃ + ๐ โ ๐ฏ๐๐ฃ
ฮฉ ฮฉ ฮฉ
where ๐ณ is the velocity gradient and it is obvious that
๐ ๐๐ ๐ฃ ๐ , ๐ = ๐ ๐๐ , ๐ ๐ฃ ๐ + ๐ ๐๐ ๐ฃ ๐ , ๐
or
div ๐ โ ๐ฏ = div ๐ โ ๐ฏ + ๐ โถ ๐ณ
Department of Systems Engineering, University of Lagos 26 oafak@unilag.edu.ng 12/30/2012
27. Work and Energy Balance
Applying the divergence theorem, we have
๐๐ฏ โ ๐ฏ ๐๐ฃ + tr ๐๐ณ ๐๐ฃ = ๐๐ฏ โ ๐ง ๐๐ + ๐ โ ๐ฏ๐๐ฃ
ฮฉ ฮฉ ๐ฮฉ ฮฉ
and because the stress tensor is symmetric, we can write the
trace in the above equation as
๐โถ ๐ณ= ๐โถ ๐ซ+ ๐ = ๐โถ ๐ซ
on account of the symmetry of ๐ซ and the antisymmetry of ๐
where ๐ซ is the deformation (or stretch) rate tensor and ๐ is
the spin rate. Hence the mechanical energy balance of the
body becomes
1 ๐
๐๐ฏ โ ๐ฏ ๐๐ฃ + ๐ โถ ๐ซ ๐๐ฃ = ๐๐ฏ โ ๐ง ๐๐ + ๐ โ ๐ฏ๐๐ฃ
2 ๐๐ก ฮฉ ฮฉ ๐ฮฉ ฮฉ
Department of Systems Engineering, University of Lagos 27 oafak@unilag.edu.ng 12/30/2012
28. Power Balance
The quantity, ๐๐ฏ โ ๐ฏ is the kinetic energy density of the
1 ๐
body, and ๐๐ฏ โ ๐ฏ ๐๐ฃ is the rate of change of the
2 ๐๐ก ฮฉ
kinetic energy. ฮฉ ๐ โถ ๐ซ ๐๐ฃ, the stress power is the rate
of working of the stresses on the body. As the above
derivation shows, the spin tensor does no work. In
obtaining the stress power for the body, Cauchy stress
tensor and the stretch rate appear in the integral.
Because of this, Cauchy stress is said to be the stress
measure conjugate to the stretch rate.
Department of Systems Engineering, University of Lagos 28 oafak@unilag.edu.ng 12/30/2012
29. Conjugate Pairs
The stress power expression can be written in terms of
other conjugate pairs as follows:
๐ โถ ๐ซ ๐๐ฃ = ๐ โถ ๐ซ ๐๐ = ๐ โถ ๐ญ ๐๐ = ๐ต โถ ๐ฌ ๐๐
ฮฉ ฮฉ0 ฮฉ0 ฮฉ0
which shows that the Kirchhoff, First Piola-Kirchhoff
and the second Piola Kirchhoff stresses are conjugate to
the stretch rate, rate of deformation gradient and the
Lagrangian strain rates respectively. While the Cauchy
stress expresses the stress power in terms of spatial
coordinates, the other conjugate pairs are in material or
reference coordinates.
Department of Systems Engineering, University of Lagos 29 oafak@unilag.edu.ng 12/30/2012
30. Stress Power Law
The results above can be summarized in the
Power Balance Law:
In the absence of thermal effects, the conventional power
expended by the body and surface forces on a body ๐บ is
balanced by the sum of the internal stress power and the
rate of change of the kinetic energy.
Department of Systems Engineering, University of Lagos 30 oafak@unilag.edu.ng 12/30/2012
31. Kirchhoff Stress
Kirchhoff Stress. It is straightforward to show that,
๐๐ฃ
๐ โถ ๐ซ ๐๐ฃ = ๐โถ ๐ซ ๐๐
ฮฉ ฮฉ0 ๐๐
= ๐ฝ๐ โถ ๐ซ ๐๐ = ๐ โถ ๐ซ ๐๐
ฮฉ0 ฮฉ0
Department of Systems Engineering, University of Lagos 31 oafak@unilag.edu.ng 12/30/2012
32. First Piola-Kichhoff Tensor
Recall the fact that ๐ญ = ๐ณ๐ญ. The First Piola Kirchhoff tensor is
obtained by a Piola transformation of Cauchy stress
๐ = ๐ฝ๐๐ญโ๐ . Now,
tr ๐๐ญ ๐ = tr ๐๐ญ ๐ป ๐ณ ๐ป = ๐ฝ tr ๐๐ณ
1
It therefore follows that ๐ โถ ๐ซ = ๐ โถ ๐ณ = ๐ โถ ๐ญ in the
๐ฝ
reference configuration. Using this in the stress power
integral provides the necessary Jacobian in the volume ratio ๐ฝ
so that,
๐ญ
๐ โถ ๐ซ ๐๐ฃ = ๐ โถ ๐๐ฃ = ๐ โถ ๐ญ ๐๐
ฮฉ ฮฉ ๐ฝ ฮฉ0
Department of Systems Engineering, University of Lagos 32 oafak@unilag.edu.ng 12/30/2012
33. Second Piola-Kirchhoff Tensor
1
The Lagrange strain tensor is given by ๐ = ๐ T ๐ โ ๐
2
1
๐= ๐ T ๐ + ๐ T ๐
2
1 ๐ ๐ 1
= ๐ ๐ ๐ + ๐ T ๐๐ = ๐ ๐ ๐ ๐ + ๐ ๐
2 2
๐
= ๐ ๐๐
๐ โถ ๐ซ ๐๐ฃ = ๐ โถ ๐ โ๐ ๐๐ โ๐ ๐๐ฃ
ฮฉ ฮฉ
= tr ๐ โ๐ ๐๐ โ๐ ๐ ๐๐ฃ = ๐ฝ๐ โ๐ ๐๐ โ๐ : ๐ ๐๐
ฮฉ ฮฉo
= ๐ต: ๐ ๐๐
ฮฉo
where ๐ต โก ๐ฝ๐ โ๐ ๐๐ is the Second Piola-Kirchhoff stress tensor. This
โ๐
Work Conjugate of the Lagrange strain is symmetrical.
Department of Systems Engineering, University of Lagos 33 oafak@unilag.edu.ng 12/30/2012
34. Thermodynamical Balances
Thus far we have considered mechanical work and
energy in the absence of thermal effects. In this section,
the thermodynamic effects including heat transfer and
entropy generation will be considered.
Department of Systems Engineering, University of Lagos 34 oafak@unilag.edu.ng 12/30/2012
35. First Law of Thermodynamics
The first law of thermodynamics is an expression of the
principle of conservation of energy. It expresses the
fact that energy can be transformed, i.e. changed from
one form to another, but can neither be created nor
destroyed. It is usually formulated by stating that the
change in the internal energy of a system is equal to the
amount of heat supplied to the system, minus the
amount of work performed by the system on its
surroundings.
Department of Systems Engineering, University of Lagos 35 oafak@unilag.edu.ng 12/30/2012
36. First Law of Thermodynamics
We state here a version of the first law of
thermodynamics due to HLF von Helmholtz:
๏ช The heat supply ๐(๐ก) and the power of external forces
๐ฟ(๐ก) lead to a change of the kinetic energy ๐พ(๐ก) in an
inertial frame and of the internal energy ๐ธ(๐ก) of the
body.
In the deformed configuration, we can write,
๐
๐ธ ๐ก + ๐พ ๐ก = ๐ ๐ก + ๐ฟ(๐ก)
๐๐ก
Department of Systems Engineering, University of Lagos 36 oafak@unilag.edu.ng 12/30/2012
37. First Law
Furthermore, the supply of heat into the body is assumed to
come from two sources: Heat generation inside the body and
heat energy crossing the boundary. If we assume that the
rate of heat generation (eg by radiation) per unit volume is
the scalar field ๐, then the heat generation rate is ฮฉ ๐๐๐๐ฃ .
The vector flux per unit area is denoted by ๐ so that the heat
flux into the system along the boundary is
โ ๐ช โ ๐ง ๐๐
๐ฮฉ
By the Fourier-Stokes Heat Flow theorem.
Department of Systems Engineering, University of Lagos 37 oafak@unilag.edu.ng 12/30/2012
38. Energy Balance
With these, we can write the energy balance equation as,
๐ 1
๐ ๐+ ๐ฏ 2 ๐๐ฃ =
๐๐ก ฮฉ 2
= ๐๐ฏ โ ๐ง ๐๐ + ๐ โ ๐ฏ๐๐ฃ โ ๐. ๐ ๐๐ + ๐๐๐๐ฃ
๐ฮฉ ฮฉ ๐ฮฉ ฮฉ
1 ๐
= ๐๐ฏ โ ๐ฏ ๐๐ฃ + ๐ โถ ๐ซ ๐๐ฃ โ ๐. ๐ ๐๐ + ๐๐๐๐ฃ
2 ๐๐ก ฮฉ ฮฉ ๐ฮฉ ฮฉ
1 ๐
since ๐ฟ ๐ก = ๐๐ฏ โ ๐ฏ ๐๐ฃ + ๐ โถ ๐ซ ๐๐ฃ =
2 ๐๐ก ฮฉ ฮฉ
1 ๐
๐ฮฉ
๐ โ ๐ฏ โ ๐ง ๐๐ + ฮฉ
๐ โ ๐ฏ๐๐ฃ and ๐พ ๐ก = ๐๐ฏ โ ๐ฏ ๐๐ฃ
2 ๐๐ก ฮฉ
Department of Systems Engineering, University of Lagos 38 oafak@unilag.edu.ng 12/30/2012
39. Energy Balance
We can write the above in terms of the specific internal energy as,
๐
๐๐๐๐ฃ = โ ๐. ๐ ๐๐ + ๐๐๐๐ฃ + ๐ โถ ๐ซ ๐๐ฃ
๐๐ก ฮฉ ๐ฮฉ ฮฉ ฮฉ
and as a result of the continuity of mass, the constancy of the mass
measure ( ฮฉ ๐๐๐ฃ )allows us to bring the derivative under the
integral sign and apply it only to the internal energy so that,
๐๐ ๐๐ฃ = โ grad๐ ๐๐ฃ + ๐๐๐๐ฃ + ๐ โถ ๐ซ ๐๐ฃ
ฮฉ ฮฉ ฮฉ ฮฉ
after application of the divergence theorem. This is the same as,
๐๐ + grad๐ โ ๐๐ โ ๐ โถ ๐ซ ๐๐ฃ = 0
ฮฉ
which gives a local energy balance,
๐๐ + grad๐ โ ๐๐ โ ๐ โถ ๐ซ = 0.
Department of Systems Engineering, University of Lagos 39 oafak@unilag.edu.ng 12/30/2012
40. Spatial Energy Balance
Recall that for any scalar field ๐, as a consequence of
๐๐ ๐ ๐๐
the balance of mass, ๐ = + ๐ป ๐ฆ ๐ฏ๐๐ .
๐๐ก ๐๐ก
Applying this to specific internal energy,
๐๐ ๐ ๐๐
๐ = + grad ๐ฏ๐๐
๐๐ก ๐๐ก
Using this, the local energy equation now becomes,
๐ ๐๐
= ๐๐ + ๐ โถ ๐ซ โ grad ๐ + ๐ฏ๐๐
๐๐ก
where the derivative with respect to time here is the
spatial time derivative and heat flux term now has the
convective addition ๐ฏ๐๐ which is a result of heat
transfer due to motion.
Department of Systems Engineering, University of Lagos 40 oafak@unilag.edu.ng 12/30/2012
41. Material Energy Balance
We can also express the first law of thermodynamics in the material description.
We begin with heat flow into the system. The radiative and other mass heat
generation
๐๐ฃ
๐๐๐๐ฃ = ๐๐ ๐๐ = ๐ฝ๐๐๐๐
ฮฉ ฮฉ0 ๐๐ ฮฉ0
= ๐0 ๐๐๐
ฮฉ0
And for the heat flux through the boundary, a Piola Transformation yields
โ ๐. ๐ ๐๐ = โ ๐ฝ๐ญโ1 ๐ โ ๐๐จ = โ ๐0 โ ๐๐๐ด = โ Div๐0 ๐๐
๐ฮฉ ๐ฮฉ0 ๐ฮฉ0 ฮฉ0
Hence, the energy balance in terms of referential (material) frame, becomes,
๐0 ๐ ๐๐ = โ ๐ป๐0 ๐๐ + ๐๐0 ๐๐ + ๐ โถ ๐ญ ๐๐
ฮฉ0 ฮฉ0 ฮฉ0 ฮฉ0
from which we can now obtain the local material energy balance,
๐0 ๐ = ๐๐0 โ ๐ป โ ๐0 + ๐ โถ ๐ญ
Department of Systems Engineering, University of Lagos 41 oafak@unilag.edu.ng 12/30/2012
42. Second Law
An expression of the observed tendency that over time, differences in
temperature, pressure, and chemical potential will equilibrate in an
isolated physical system.
๏ง The second law is an additional restriction on the first law that
forbids certain processes which on their own might have been
compatible with the first law but are known by observation never to
occur.
๏ง That natural processes are preferred choices out of many that are
energy preserving.
๏ง It consequently defines the concept of thermodynamic entropy,
dissipation and available or free energy (more accurately, Helmholtz
and Gibbs functions). In this section, we shall also see that specific
entropy is an invariant over linear transformations from a fixed
origin.
๏ง The second law predicts that the entropy of an isolated body must
never decrease.
Department of Systems Engineering, University of Lagos 42 oafak@unilag.edu.ng 12/30/2012
43. Importance of the Second Law
"The law that entropy always increases holds, I think, the
supreme position among the laws of Nature. If someone points
out to you that your pet theory of the universe is in
disagreement with Maxwell's equations โ then so much the
worse for Maxwell's equations. If it is found to be contradicted
by observation โ well, these experimentalists do bungle
things sometimes. But if your theory is found to be against the
second law of thermodynamics I can give you no hope; there is
nothing for it but to collapse in deepest humiliation.โ
Arthur Stanley Eddington, The Nature of the Physical World (1927):
Department of Systems Engineering, University of Lagos 43 oafak@unilag.edu.ng 12/30/2012
44. Entropy . . .
๐ is defined as the measure of entropy per unit mass so that total
entropy
๐ ๐ก = ๐๐๐๐ฃ
ฮฉ
A consequence of the second law is that, unlike energy, entropy
may be produced (generated) in a system that is isolated. As a
result, the net entropy can be greater than zero after accounting
for the entropy crossing the system boundaries. We state here the
second law in form of the Claussius-Duhem inequality
๐ ๐ ๐๐
๐๐๐๐ฃ โฅ โ โ ๐ ๐๐ + ๐๐ฃ
๐๐ก ฮฉ ๐ฮฉ ๐ ฮฉ ๐
meaning that the net entropy is at least as much as the entropy
inflow through the boundary and the entropy generation by other
sources into the system. ๐(๐ฑ, ๐ก) is the scalar temperature field.
Department of Systems Engineering, University of Lagos 44 oafak@unilag.edu.ng 12/30/2012
45. Entropy
๐ ๐ ๐๐
๐๐๐๐ฃ โฅ โ div ๐๐ฃ + ๐๐ฃ
๐๐ก ฮฉ ๐ฮฉ ๐ ฮฉ ๐
We apply the law of conservation of mass, observe the constancy of the mass
measure in the flow, so that
๐ ๐
๐๐ + div โ ๐ ๐๐ฃ โฅ 0
ฮฉ ๐ ๐
or
๐ ๐๐
๐๐ โฅ โdiv + .
๐ ๐
Applying the law of continuity to the material derivative of specific entropy, we
have,
๐๐ ๐ ๐๐
๐ = + div ๐ฏ๐๐
๐๐ก ๐๐ก
which we now substitute to obtain,
๐ ๐ + ๐ฏ๐๐๐ ๐๐
๐๐ โฅ โdiv +
๐๐ก ๐ ๐
where the partial derivative denotes the spatial time derivative.
Department of Systems Engineering, University of Lagos 45 oafak@unilag.edu.ng 12/30/2012
46. Entropy
Again with the convective term added to the heat flux vector resulting
from the motion from point to point. Now, it is easily shown that,
๐ 1 ๐
โdiv = โ div ๐ + 2 โ ๐ป ๐ฆ ๐
๐ ๐ ๐
Using this, we can write,
๐ ๐๐ 1 ๐ ๐๐
๐๐ โฅ โdiv + = โ div ๐ + 2 โ grad ๐ +
๐ ๐ ๐ ๐ ๐
1 ๐
= โdiv ๐ + ๐๐ + โ grad ๐
๐ ๐
1 ๐
= ๐๐ โ ๐ โถ ๐ซ + โ grad ๐
๐ ๐
using the local spatial expression of the first law. Bringing everything
to the RHS, we have,
๐
๐ ๐ โ ๐๐ โ ๐ โถ ๐ซ + โ grad ๐ โฅ 0.
๐
Department of Systems Engineering, University of Lagos 46 oafak@unilag.edu.ng 12/30/2012
47. Free Energy
The Gibbs free energy, originally called available energy, was developed
in the 1870s by the American mathematician Josiah Willard Gibbs. In
1873, Gibbs described this โavailable energyโ as โthe greatest amount
of mechanical work which can be obtained from a given quantity of a
certain substance in a given initial state, without increasing its total
volume or allowing heat to pass to or from external bodies, except such
as at the close of the processes are left in their initial condition.โ [11] The
initial state of the body, according to Gibbs, is supposed to be such
that "the body can be made to pass from it to states of dissipated energy
by reversible processes." The specific free energy (Gibbs Function) is
defined as ๐ = ๐ โ ๐๐. Consequently, then we can write,
๐
๐ ๐ + ๐ ๐ โ ๐ โถ ๐ซ + โ ๐ป ๐ฆ ๐ = โ๐ฮ โฅ 0
๐
Department of Systems Engineering, University of Lagos 47 oafak@unilag.edu.ng 12/30/2012
48. Free Energy
Recalling the conventional energy expression that
1 ๐
๐๐ฏ โ ๐ฏ ๐๐ฃ + ๐ โถ ๐ซ ๐๐ฃ = ๐๐ง โ ๐ฏ ๐๐ + ๐ โ ๐ฏ๐๐ฃ
2 ๐๐ก ฮฉ ฮฉ ๐ฮฉ ฮฉ
we can integrate the above inequality and obtain,
๐ 1
๐ฮ ๐๐ฃ = ๐๐ง โ ๐ฏ ๐๐ + ๐ โ ๐ฏ๐๐ฃ โ ๐ ๐+ ๐ฏ ๐ ๐๐ฃ
ฮฉ ๐ฮฉ ฮฉ ๐๐ก ฮฉ 2
๐
โ ๐๐ ๐ + โ grad๐ ๐๐ฃ โฅ 0
ฮฉ ๐
That is,
๐ธ๐๐๐๐๐ฆ ๐ท๐๐ ๐ ๐๐๐๐ก๐๐๐
= ๐ถ๐๐๐ฃ๐๐๐ก๐๐๐๐๐ ๐๐๐ค๐๐ โ ๐ ๐๐ก๐ ๐๐ ๐น๐๐๐ ๐๐๐ ๐พ๐๐๐๐ก๐๐ ๐ธ๐๐๐๐๐๐๐
โ ๐โ๐๐๐๐๐ ๐๐๐๐๐ข๐๐ก๐๐๐ ๐๐ ๐ธ๐๐๐๐๐ฆ
Department of Systems Engineering, University of Lagos 48 oafak@unilag.edu.ng 12/30/2012
49. Energy Dissipation
The second law therefore assures there is always a
dissipation of energy.
๏ง It is desirable to minimize such dissipation in order to
increase the amount of available energy. Once again, the
constancy of the mass measure as a result of the law of
conservation of mass is implicit in the above derivation.
๏ง This inequality must be satisfied for all admissible
processes the material can undergo. They are therefore
restrictions on material behavior. Constitutive equations
must conform to these stipulations in order to be valid and
admissible in physical processes.
๏ง Notice also that the quantities, specific internal energy,
specific entropy and specific free energy appear in these
inequalities via their time derivatives.
Department of Systems Engineering, University of Lagos 49 oafak@unilag.edu.ng 12/30/2012
50. Energy Dissipation
Introducing base values ๐0 , ๐0 such that ๐0 = 0, ๐0 = 0,
๐ ๐
๐๐๐๐ฃ = ๐ ๐ + ๐0 ๐๐ฃ
๐๐ก ฮฉ ๐๐ก ฮฉ
and
๐ ๐
๐๐๐๐ฃ = ๐ ๐ + ๐0 ๐๐ฃ .
๐๐ก ฮฉ ๐๐ก ฮฉ
This implies invariance with respect to translations
๐ โ ๐ + ๐0 , ๐ โ ๐ + ๐0
by these values. It can also be shown (Ex. 22) that for a
vector ๐ a the heat flux ฮฉ ๐ โ ๐ ๐๐ is invariant under the
transformation ๐ โ ๐ + ๐ ร grad ๐ for any scalar ๐
provided grad ๐ = 0. In this particular instance, the scalar ๐
is the temperature field.
Department of Systems Engineering, University of Lagos 50 oafak@unilag.edu.ng 12/30/2012
51. Entropy Rate, Isolated Body
A body can be considered isolated in the sense that boundary heat fluxes are
nil (๐ = ๐), boundary surface tractions are either zero ๐๐ง = ๐จ or no work is
done by any applied boundary forces ๐ฏ = ๐จ . The first law then becomes,
๐ 1
๐ ๐+ ๐ฏ 2 ๐๐ฃ = ๐ โ ๐ฏ๐๐ฃ + ๐๐๐๐ฃ
๐๐ก ฮฉ 2 ฮฉ ฮฉ
If in addition to these, there are no body forces and the radiative or other bulk
heat generation vanishes, then,
๐ 1
๐ ๐+ ๐ฏ 2 ๐๐ฃ = 0
๐๐ก ฮฉ 2
And the second law,
๐ ๐ ๐
๐๐๐๐ฃ โฅ โ div ๐๐ฃ + ๐๐ฃ
๐๐ก ฮฉ ๐ฮฉ ๐ ฮฉ ๐
becomes,
๐
๐๐๐๐ฃ โฅ 0
๐๐ก ฮฉ
which shows that the rate of change of entropy in such a situation is always
positive.
Department of Systems Engineering, University of Lagos 51 oafak@unilag.edu.ng 12/30/2012
52. Second Law of Thermodynamics in
Material Frame
Similar to the internal energy and internal heat source, we
can express the net entropy in terms of material coordinates,
๐๐ฃ
๐๐๐๐ฃ = ๐๐ ๐๐ = ๐ฝ๐๐๐๐
ฮฉ ฮฉ0 ๐๐ ฮฉ0
= ๐0 ๐๐๐
ฮฉ0
And proceed to write,
๐ ๐0 ๐
๐0 ๐๐๐ โฅ โ Div ๐๐ + ๐0 ๐๐ฃ
๐๐ก ฮฉ0 ๐ฮฉ0 ๐ ฮฉ0 ๐
where, as before, ๐0 โก ๐ฝ๐ญโ1 ๐ the Piola transformation of
the heat flux.
Department of Systems Engineering, University of Lagos 52 oafak@unilag.edu.ng 12/30/2012
53. Examples
1. Given that ๐ ๐ is the resultant stress vector on a
surface whose outward unit normal is ๐, Find an
expression for the normal stress and show that the
shear stress on that surface is given by ๐ผ โ ๐ โ ๐ โ
๐ ๐ . Express this shear in tensor component form.
2. Obtain an expression for the mass center of a region
๐บ of a body B and (๐) obtain the first and second
material time derivatives of the expression.
3. A material velocity field ๐ is given by its Piola
Transformation ๐ = ๐ฝ๐ โ1 ๐ฎ. Using the Piola identity
that ๐ป โ ๐ฝ๐ โ1 = 0, Show that ๐ป โ ๐ = ๐ฝ๐ป ๐ฆ โ ๐ฎ
Department of Systems Engineering, University of Lagos 53 oafak@unilag.edu.ng 12/30/2012
54. 4. The components of Cauchy stress in Cartesian coordinates are
2
๐ฅ1 ๐ฅ2 ๐ฅ1 โ๐ฅ2
2
๐ฅ1 0 0
2 2
โ๐ฅ2 0 ๐ฅ1 + ๐ฅ2
Find the body forces in the system to keep the system in equilibrium.
5. The components of Cauchy stress in Cartesian coordinates are
๐ผ 0 0
0 ๐ฅ2 + ๐ผ๐ฅ3 ฮฆ ๐ฅ 2 , ๐ฅ 3 (a) Find ฮฆ ๐ฅ 2 , ๐ฅ 3 so that the equilibrium
0 ฮฆ ๐ฅ 2, ๐ฅ 3 ๐ฅ2 + ๐ฝ๐ฅ3
equations are satisfied assuming body forces are zero.
(b) Use the value of ฮฆ ๐ฅ 2 , ๐ฅ 3 found in (a) to compute the Cauchy Traction
vector on the plane ๐ = ๐ฅ1 + ๐ฅ2 + ๐ฅ3 .
6. A material vector field is given by its Piola transformation ๐ = ๐ฝ๐ โ1 ๐ฎ. Use
the Piola identity to show that ๐ป โ ๐ = ๐ฝ๐ป ๐ฆ โ ๐ฎ
7. Given the Cauchy stress components,
๐
๐๐ ๐๐ ๐๐ โ๐ ๐
๐
๐๐ ๐ ๐
๐ ๐
โ๐ ๐ ๐ ๐๐ + ๐๐
Find the body forced that keeps the body in equilibrium.
Department of Systems Engineering, University of Lagos 54 oafak@unilag.edu.ng 12/30/2012
55. 8. Given the Cauchy stress components,
๐ถ ๐ ๐
๐ ๐ ๐ + ๐ถ๐ ๐ ๐ฝ(๐ ๐ , ๐ ๐ )
๐ ๐ฝ(๐ ๐ , ๐ ๐ ) ๐ ๐ + ๐ท๐ ๐
(๐) Find the values of ๐ถ and ๐ท to satisfy the equations of equilibrium assuming
zero body forces.
(๐) Find the Cauchy traction vector on the plane ๐ฟ = ๐ ๐ + ๐ ๐ + ๐ ๐ .
9. If only mechanical energy is considered show that the energy equation can be
obtained directly from the Cauchyโs first law of motion.
10. A hydrostatic state of stress at a certain point is given by the Cauchy stress
tensor in the form, ๐ = โ๐๐, where ๐ is the identity tensor. Show that the
stress power per unit referential volume is given by ๐ค ๐๐๐ก = ๐ฝ๐: ๐ = โ๐ฝ๐๐: ๐ =
๐ฝ๐ ๐๐
โ ๐ฝ๐ ๐๐ ๐ = โ๐ฝ๐๐ โ ๐ฏ = ๐ ๐๐ก
11. A rigid body is rotating about a fixed point ๐ with angular velocity ๐ show
1
that the kinetic energy may be expressed as 2 ๐ โ ๐๐, where
๐ท = ฮฉ ฯฑ ๐ ๐ซ โ ๐ซ โ ๐ซ โ ๐ซ ๐๐ฃ, the moment of inertia tensor.
12. Let ๐ be a region of ๐ธ3 bounded by ๐๐ and outward normal ๐. Let ๐ be the
Cauchy stress field and ๐ a vector field both of class ๐ช ๐ Prove that
๐๐ฝ
๐ โ ๐ โ ๐๐ ๐ = ๐ฝ ๐ โ ๐ป โ ๐ + ๐ป โ ๐ โ ๐ ๐ ๐
Department of Systems Engineering, University of Lagos 55 oafak@unilag.edu.ng 12/30/2012
56. 13. Let ๐ be a region of ๐ธ3 bounded by ๐๐ and outward normal ๐. Let ๐ be a
vector field of class ๐ช ๐ . Show that ๐ฝ ๐ป โ ๐ ๐๐ = ๐๐ฝ ๐ โ ๐ ๐ ๐
14. By evaluating the divergence operation on a tensor show that the
equilibrium equations can be expressed in Cylindrical Polar coordinates as,
๐๐ ๐๐ 1 ๐๐ ๐๐ ๐ ๐๐ โ๐ ๐๐ ๐๐
+ + ๐๐ง๐ง๐ + ๐ ๐ = 0
+
๐๐ ๐ ๐๐ ๐
๐๐ ๐๐
2๐ ๐๐ 1 ๐๐ ๐๐ ๐๐ ๐ง๐
+ + + + ๐๐ = 0
๐๐ ๐ ๐ ๐๐ ๐๐ง
๐๐ ๐๐ง ๐ ๐๐ง 1 ๐๐ ๐๐ง ๐๐ ๐ง๐ง
+ + + + ๐๐ง = 0
๐๐ ๐ ๐ ๐๐ ๐๐ง
15. By evaluating the divergence operation on a tensor show that the
equilibrium equations can be expressed in Spherical Polar coordinates as,
1 ๐๐ ๐๐ 1 ๐๐ ๐๐ ๐๐ ๐๐
๐ cot ๐ + + + ๐ โ ๐ ๐๐ + 2๐ ๐๐ โ ๐ ๐๐ + ๐ ๐ = 0
๐ ๐๐ ๐๐ sin ๐ ๐๐ ๐๐
1 ๐๐ ๐๐ 1 ๐๐ ๐๐ ๐๐ ๐๐
๐ ๐๐ โ ๐ ๐๐ cot ๐ + ๐ + 3๐ ๐๐ + + +๐ ๐ = 0
๐ ๐๐ sin ๐ ๐๐ ๐๐
1 1 ๐๐ ๐๐ ๐๐ ๐๐ ๐๐ ๐๐
+ ๐ + 3๐ ๐๐ + 2๐ ๐๐ cot ๐ + + ๐๐ =0
๐ sin ๐ ๐๐ ๐๐ ๐๐
Department of Systems Engineering, University of Lagos 56 oafak@unilag.edu.ng 12/30/2012
57. 16. The law of conservation of mass is expressed in the vector form, ๐ป โ ๐ฝ๐ +
๐๐
= 0. Express this law in tensor components and find the equivalent in
๐๐ก
physical components for Cartesian, Cylindrical polar and Spherical polar
coordinate systems.
17. Cylindrical Coordinates:
18. The moment of inertia of a continuum with volume ฮฉ is given by,
๐ ๐ 2 ๐ฐ โ ๐ โ ๐ ๐๐ฃ = ๐ผ ๐๐ ๐ ๐ โ ๐ ๐ ๐๐ฃ
ฮฉ ฮฉ
where the scalar density ๐(๐) is a function of the position vector ๐, ๐ฐ the
identity tensor and ๐ฃ the volume element. Show that the components of the
integrands ๐ผ ๐๐ = ๐ ๐ฅ ๐ผ ๐ฅ ๐ฝ ๐ ๐ผ๐ฝ ๐ ๐๐ โ ๐ฅ ๐ ๐ฅ ๐ in Cartesian coordinates. Why is this
not correct in Spherical or Cylindrical polar coordinates?
19. Show that the material heat flux rate is the Piola Transformation of the
spatial heat flux rate and that the local material energy balance requirements
are satisfied if, ๐0 ๐ = โ๐ป โ ๐0 + ๐๐0 + ๐ โถ ๐ญ
๐ 1
20. For a vector field ๐ = ๐ ๐ ๐ ๐ and a scalar field ๐, show that ๐๐๐ฃ = ๐๐๐ฃ ๐ โ
๐ ๐
๐
๐2
โ ๐๐๐๐ ๐
Department of Systems Engineering, University of Lagos 57 oafak@unilag.edu.ng 12/30/2012
58. 21. For an arbitrary vector ๐ and scalar ๐, such that ๐๐๐๐๐ = 0 show that the
integral ฮฉ ๐ โ ๐ ๐๐ is invariant under the transformation ๐ โ ๐ + ๐ ร
๐๐๐๐ ๐.
22. For an arbitrary vector ๐ and scalar ๐, such that ๐๐๐๐๐ = 0 show that the
๐
integral ฮฉ ๐ โ ๐ ๐๐ is invariant under the transformation ๐ โ ๐ + ๐ ร
๐๐๐๐ ๐.
23. If the heat generation field ๐ = 0 and there are no body forces, Show that
๐ 1 2
the first law of thermodynamics becomes, ๐ ๐+2 ๐ฏ ๐๐ฃ =
๐๐ก ฮฉ
๐ ๐
๐ฮฉ
๐ โ ๐ฏ โ ๐ง ๐๐ โ ๐ฮฉ ๐. ๐ ๐๐ , and the second law ๐๐ก ฮฉ ๐๐๐๐ฃ โฅ โ ๐ฮฉ ๐ โ ๐ ๐๐
24. Define terms โisolated bodyโ. Show that the net energy in an isolated body
does not change and that its entropy can never decrease.
25. Show that for a spatial control volume ๐ , the first law of thermodynamics
๐ 1 2 1 2
becomes, ๐๐ก R
๐ ๐+2 ๐ฏ ๐๐ฃ + ๐R
๐ ๐+2 ๐ฏ ๐ฏ โ ๐ ๐๐ =
๐R
๐ โ ๐ฏ โ ๐ง ๐๐ + R
๐ โ ๐ฏ๐๐ฃ โ ๐R
๐. ๐ ๐๐ + R
๐๐๐๐ฃ and the second law,
๐ ๐ ๐
becomes, ๐๐๐๐ฃ + ๐๐๐ฏ โ ๐๐๐ โฅ โ โ ๐ ๐๐ + ๐๐ฃ
๐๐ก R ๐R ๐R ๐ R ๐
26. Obtain the local dissipation inequality, ๐ โ ๐ โถ ๐ซ โก โ๐ฟ โฅ 0
Department of Systems Engineering, University of Lagos 58 oafak@unilag.edu.ng 12/30/2012