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Title: Extract from lecture at ICHTC, Sydney, 2006


1
Extract from lecture at ICHTC, Sydney, 2006
  • The numerical methods used for heat-conduction
    problems can also be extended to the calculation
    of stresses and strains in solids.
  • There are many ways of doing so but probably the
    simplest is to solve the equations for the
    displacement components.
  • The Figure and Equation shown below are a little
    more complex than those for temperature but not
    much.

2
Control-volume for vertical displacement v
First the Figure
3
Extending Numerical Heat Transfer
  • then the equation
  • The slight complication of the displacement-compon
    ent problem is that there are three sets of
    equations ( for U, V and W) and they are linked
    together in special (but easily-formulated) ways.

4
Solving the equations
  • I now show some results of solving the equations
    by the same successive-substitution method as is
    used for heat conduction.
  • It is applied to the case of a square-sectioned
    beam having a square hole, filled with fluid,
    along its axis.
  • Contours and vectors of displacement are shown.

5
1/4 of square beam with fluid in square hole
  • When the outer-wall temperature is raised

6
1/4 of square beam with fluid in square hole
  • When the inner-duct pressure is raised

7
1/4 of square beam with fluid in square hole
  • When both changes are made simultaneously.

8
Consequential stresses
  • From the displacement fields may be deduced the
    distributions of the direct stresses in the
    horizontal direction...

9
Consequential stresses
  • and in the vertical direction.

Comparison with solutions made by the
finite-element code Elcut showed close
agreement, of course for the finite-volume and
finite-element methods solve the same
differential equations.
10
The research opportunities
  • The computer time needed for solving the 3
    displacement equations is more than 3 times that
    needed for the temperature equation. The reason
    is that the equations for the 3 displacement
    components are inter-linked.
  • Naive sequential solution procedures may
    (depending on geometry) converge rather
    slowly.More refined procedures are needed, and
    are being developed but there is still much to
    do.
  • Researchers seeking little-exploited territories
    may therefore find them here and the world still
    awaits compilation and publication of the
    definitive textbook.Why? The numerical-stress-ana
    lysis field was devastated in the 1960's by the
    finite-element tsunami. Recovery takes time.

11
Summary PUM_2006
  • Earlier versions of solid-stress features had
    some limitations.
  • These have now been removed.
  • Anyone wishing to solve SFT (i.e.
    solid-fluid-thermal) problems with PHOENICS can
    now do so.
  • However, consultancy help from CHAM is advisable
    at first.

12
SFT
  • The end

13
3. Extending Computational Fluid Dynamics to SFT
  • 3.1 Essential Ideas
  • When Numerical Heat Transfer concerns itself with
    convection as well as conduction, it becomes a
    part of CFD..
  • This also came into existence in the late 1960s.
  • It uses equations similar to those governing heat
    conduction, shown above, with additional
    features, namely

14
The additional features of the CFD equations
  • the dependent variables include the components of
    velocity
  • the coefficients (aN, aS, etc). account for
    convective as well as diffusive interactions
    between adjacent control volumes
  • the sources include pressure gradients, gravity,
    centrifugal and Coriolis forces and
  • the effective transport properties vary with
    position over many orders of magnitude.
  • The CFD equations is thus more complex than the
    thermal-stress problem yet satisfactory
    iterative solution procedures have been in
    widespread use since the early 1970s.

15
Use of CFD procedures for solid-stress problems
  • CFD solution procedures have been successfully
    applied to solid-stress problems. Both Steven
    Beale and I independently showed this in 1990, as
    did Demirdzic and Mustaferija soon after.
  • Mark Cross's group at Greenwich University has
    also made significant use of such methods for
    fluid-solid-interaction problems.
  • Since the fluids and the solids occupy
    geometrically separate volumes, a single computer
    program can predict the behaviour of both solids
    and fluids simultaneously.
  • This possibility has not been widely exploited
    because of the popular misconception that
    solid-stress problems must be solved by
    finite-element methods.
  • It is therefore high time that CFD should enlarge
    to become SFT, i.e. Solid-Fluid-Thermal.

16
3.2 A simple example
  • Let us consider a primitive counterflow heat
    exchanger, consisting of two concentric tubes.
  • Let us also suppose that because of
  • natural convection in the cross-stream plane, or
  • non-uniformity of external surface temperature,
    or
  • turbulence-promoting baffles within one or both
    of the tubes ,
  • the distributions of temperature and pressure,
    and therefore also of stress and strain in the
    tubes, are not axisymmetrical.

17
The concentric-tube heat exchanger
  • How are the stresses and strains to be computed?
  • Numerically, of course and, if (misguided !)
    common practice is followed, one computer code
    will be used for the fluids and another for the
    solids.
  • Then means must be devised for transferring
    information between them.
  • How much more convenient it will be to use one
    computer code for the whole job!

18
Extending CFD to SFT
  • A true SFT code can do just that by
  • solving for velocities and pressure in the space
    occupied by fluid
  • solving for displacements and strains in that
    occupied by solid
  • solving simultaneously for temperature in both
    spaces.
  • The following images relate to the heat exchanger
    in question, with the radial dimension magnified
    four-fold.

19
Concentric tube heat exchanger
  • 1. Pressures in the two fluids causing mechanical
    stresses

20
Concentric tube heat exchanger
  • 2. The temperature distribution, causing thermal
    stresses.

21
Concentric tube heat exchanger
  • The circumferential variation of temperature
    imposed on the outer surface has produced 3D
    variations of temperature, stress and strain, as
    follows

3. radial-direction strains (positive being
extensions, negative compressions)
22
Concentric tube heat exchanger
  • 4. circumferential-direction strains

23
Concentric tube heat exchanger
  • 5. radial-direction stresses (positive being
    tensile, and negative compressive)

24
Concentric tube heat exchanger
  • 6. circumferential-direction stresses

25
Concentric tube heat exchanger
  • 7. axial-direction stresses.

26
Extending CFD to SFT
  • Three questions
  • 1. Are the predictions correct?
  • Probably, because
  • the code produces the analytically-derived exact
    solutions for all cases in which these exist
  • the displacement equations, are, after all, very
    simple.
  • 2. Did solving for stress and strain increase the
    computer time?
  • Not noticeably. Calculating finite values of
    displacement is not much more expensive then
    setting velocities to zero and convergence of
    the velocity and pressure fields dictated how
    many iterations were needed.
  • 3. Could the same result have been achieved by
    coupling a finite-volume and a finite-element
    code?
  • Certainly, but with much greater difficulty so
    why bother?

27
3.3 A choice to be made
  • Which forms the better method for SFT?
    Finite-volume or finite-element?
  • The printed version of the lecture discusses the
    question at length. Here I summarise thus
  • The general-purpose SFT codes needed by
    heat-transfer engineers could be based on
    finite-element methods). But..
  • The highly-demanding F part of SFT, is handled so
    much better by finite-volume methods than
    finite-element ones
  • Why else did Ansys buy Fluent and CFX?,
  • that the best SFT codes are likely to be
    FV-based.
  • Early arguments that FE methods are better for
    awkward geometries lost their force more than
    twenty years ago.
  • It is only mental and commercial inertia that
    keeps the finite-element juggernaut in motion.

28
Final examples
  • 1. distortions of a sea-bed structure by ocean
    waves,

29
Final examples
  • 2. flapping of a wing, courtesy of K Pericleous
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