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S1-1
SECTION 1
HEAT TRANSFER ANALYSIS
S1-2
THERMAL ANALYSIS WITH MSC.MARC
S1-3
OVERVIEW
Why a Structural Analyst may have to perform Thermal Analysis
Modes of Heat Transfer Available in MSC.Marcand MSC.Patran support Conduction Convection Radiation Transient Analysis
versus Steady State Analysis
Linear versus Nonlinear Minimum Allowable Time
Increment Thermal Analysis How to calculate it Physical Interpretation What happens if you violate the
formula Sequentially Coupled Problems
versus
Fully Coupled Problems
S1-4
HEAT TRANSFERMotivation
When the solution for the temperature field in a solid (or fluid) is desired, and the temperature is not influenced by the other unknown fields, a heat transfer analysis is appropriate.
q= -k [dT/dx]
T1 T2
T1>T2
q
Conduction
Modes of Heat Transfer
Advection Radiation
T1 T2
T1>T2
q1
q2
T1
T1>T2
q
Convection
T2
Moving Fluid Removes
Heat From Solid
T1>T2
q
T2T1
Heat Moves IN Moving
Fluid
S1-5
Motivation
When the solution for the temperature field in a solid (or fluid) is desired,and is not influenced by the other unknown fields, heat transfer analysis is appropriate.
HEAT TRANSFER MODES
Conduction
Convection
Radiation
Contact Heat Transfer:
S1-6
HEAT TRANSFER
Steady State Heat Transfer Definition
Heat transfer analysis is used to determine the temperature field of a given structure. It can also be used as a starting point in a thermal expansion analysis. This is a structural analysis where the applied load is temperature.
S1-7
HEAT TRANSFER
Objective To determine the temperature field of a structure. Secondary results of interest include heat flux.
Assumptions The typical heat transfer problem is a conduction problem where
convections and radiation are boundary conditions.
S1-8
HEAT TRANSFER Some terms to keep in mind.
Flux: the rate of energy flow across a surface. Denoted by a symbol q’’ = q flux. (單位時間單位面積通過的熱量或能量 )(通量)
Energy: amount of usable power. In this case we are talking about heat as the usable power. So energy would be the flux times the area of the surface times time. (熱傳的能量指熱量 )
Heat: energy in transit due to a temperature difference. This is also called heat transfer. (熱量 )
Modes of Heat Transfer: Conduction, Convection, Radiation
S1-9
Conduction: Internal energy transfer due to thermal
gradients interior to a body or across perfect contact of
two bodies.
x
Tkq cond
"
HEAT TRANSFER
q in
x
T
T1
T2
T(x)q out
K is a given property of the material.q = q” x AAnalysis is converged when the heat flow is balanced qin – qout = 0 (steadyState)
S1-10
Conduction (cont’d)
where, q is the heat-transfer rate (heat per unit time)
k is the thermal conductivity (power per distance temperature)
A is the area normal to the heat flow
T is the temperature
x is the direction of heat flow
x
Tkq cond
''
x
TkAqcond
(conduction flux)
HEAT TRANSFER
S1-11
TS
TB or
q
)(" BSfconv TThq
hf is either a) given from the geometry of the body
and the state of the fluid or b) the result of a thermal
CFD analysis. hf is called the convection coefficient.
Used mainly as a boundary condition so the user would input hf and TB.
T
HEAT TRANSFER Convection: Energy transfer between a solid body and a
surrounding fluid (gas or liquid).
S1-12
Convection
where, q” is the heat-transfer rate per unit area hf is the convective film coefficient
TS is the surface temperature
TB is the bulk temperature A is the area that the heat is transferred across
)(" BSfconv TThq )( BSfconv TThq
HEAT TRANSFER
S1-13
)(" 44jiijrad TTFq
i
jQ
Electromagnetic
wave
σ = 5.67E-8 W / m² •
= 0.1714E-8 Btu / h • ft² •
Fij is solved for each element pair. This is done before the solution is run and may be either automated or a user input.
4K4R
HEAT TRANSFER Radiation: Energy transfer by electromagnetic waves.
S1-14
Radiation
where, q is the heat flow rate from surface i to j. σ is the Stephan-Boltzman constant ε is the emissivity (放射率 ) Ai is the area of surface i
Fij is the form factor between surfaces i & j
Ti, Tj are the absolute temperatures of the surfaces
)( 44jiijirad TTFq
HEAT TRANSFER
S1-15
HEAT TRANSFER Equation of State: 1D Example
We will first derive the basic differential equation for the one dimensional conduction only problem. This will allow us an insight to the physical problem that is needed before that FEA formulation is understood.
Begin with the conservation of energy and apply it to a control volume.
E in + E generated = E out + U (change in stored energy)
E inE outQ
Insulated boundaries
Insulated boundaries
S1-16
)()()( timeareafluxEnergy
HEAT TRANSFER
Ein is the energy entering the volume in units of J (joules).
qx” is the conduction heat flux into the volume
Ein = q”x • A • dt = qx • dt (flux | power into system)
Eout = q”x+dx • A • dt = qx+dx • dt (flux | power out of system)
Egenerated = Q • A • dx • dt (power per unit volume)
Q is the internal heat source1 J = 1 N • MA is the cross sectional area of the control volume
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HEAT TRANSFER Put all the parts together:
Use Fourier’s Law:
outgeneratedin E
dxx
gyStoredEnerEE
x dtqUdxdtQdtq
""
dxxxxdxx x
TKq
"
qx+dxqx
area A
Q
dx
EQ 1
S1-18
HEAT TRANSFER And apply Taylor’s Expansion Theorem
This results in
Stored energy term
dx
dx
dTK
dx
d
dx
dTK"q xxxxdxx
...2
dx
x
fdx
x
fff
2
2
2
xdxx
U = (specific heat) x (mass) x (change in temperature)
dT)dx(c
S1-19
HEAT TRANSFER Substituting the preceding into the energy balance
equation (eq 1), we have
Simplifying and dividing by Adxdt we are left with:
t
TcQ
x
TK
x xx
0 for steady state
out
generated
inE
xxxx
storedEEE
x dtdxdx
dTK
dx
d
dx
dTKdxdTcdxdtQdt
dx
dTK
S1-20
HEAT TRANSFER For steady state, any differential with respect to time is
zero. Also assume that the conductivity of the material is constant.
The following boundary conditions are possible 1) T = Tb, Tb would be a known temperature DOF constraint
2) = constant. This is a prescribed heat flux.
3) on an insulated boundary. This is the “natural” boundary condition. It exists if nothing is applied.
0Qx
TK
2
2
xx
dx
dTKq xx
"x
0q"x
steady state conduction
Add/subtract energy
S1-21
Now convection can be added.
The convection replaces the insulated boundary from before. qh acts on an area therefore let P be the perimeter around area A.
HEAT TRANSFER
qx qx+dxQ
qh
dx
area A
Pdxdtqn)(convectioE hout
S1-22
HEAT TRANSFER
Add this term to EQ 1 and simplify as before:
Convection
h
E
dxx
storedEEE
x Pdxdt"qdt"qUdxdtQdt"qoutgeneratedin
Convection
xx )TT(hP
t
TcQ
x
TK
x
)TT(h"q BSfh
EQ 2
S1-23
HEAT TRANSFER Again, assume no time dependence and a constant
conduction coefficient:
Now one more boundary condition can be added to the previous three: 4) the heat flow at the solid/surface interface is
balanced.
)orEE(Convection
E
E
2
2
xx
outin
gen
in
)TT(hP
Qx
TK
)TT(hdx
dTKq xx
"
x
S1-24
Transient Heat Transfer Definition
Heat transfer analysis where the temperature of the structure is now a function of time.
Don’t forget to add density, , and specific heat, , to the material definition.
t
Tc)TT(
hPQ
x
TK
2
2
xx
c
HEAT TRANSFER
S1-25
Special Topics Non-Linear Heat Transfer
Examine the heat equation (no radiation)
if the material properties are functions of temperature, the analysis is non-linear (in temp).
t
Tc)TT(
hPQ
x
TK
2
2
xx
h,c,,K
HEAT TRANSFER
S1-26
Special Topics Non-Linear Heat Transfer - Radiation
Add the radiation flux term to EQ 2 (acts over the same surface area as convection)
radiation is naturally non-linear as it depends on the fourth power of temperature. Emissivity may also be a function of temp.
Radiation
rad
Convection
h
E
dxx
storedEEE
x Pdxdt"qPdxdt"qdt"qUdxdtQdt"qoutgeneratedin
gyStoredEnerRadiation
44
Convection
Generation
Conduction
2
2
xx t
Tc)TT(
FP)TT(
hPQ
x
TK
HEAT TRANSFER
S1-27
B
q”x
Ta
Tb
q”gap
q”contact
HEAT TRANSFER
Special Topics Thermal Contact Resistance
Where two structures meet, the temperature drop across the interface may be appreciable. The temperature difference results from the fact that on a microscopic (or not so micro) scale, the surfaces are not in perfect contact i.e. gaps exist.
S1-28
Special Topics Thermal Contact Resistance
The resistance due to thermal contact is defined as: (R=1/hA)
most values of R” are derived experimentally which is more reliable than the current theories for predicting R”.
x
BAc,t "q
TT"R
HEAT TRANSFER
S1-30
HEAT TRANSFER
S1-31
HEAT TRANSFER
Summary 1D Steady State Definitions and Examples
Conduction
Convection
Radiation
Derivation of state equation
Transient Heat Transfer
Special Topics
Non-linear Heat Transfer
Thermal Contact Resistance
Units
S1-32
HEAT TRANSFER EXAMPLE
Computed TemperaturesTemperature given at bottom left and right end surfaces
Convection given about connector
Example: Steady State Analysis of Radiator (Workshop 4)
S1-33
Thermal equilibrium between heat sources, energy flow density and temperature rate is expressed by the Energy Conservation Law, which may be written:
Energy flow density is given by a diffusion and convection part:
where is is the conductivity matrix.
Assume that the continuum is incompressible and that there is no spatial variation of and Cp; then the conservation law becomes:
HEAT TRANSFER MATHEMATICS
S1-34
HEAT TRANSFER LOADS & BOUNDARY CONDITIONS
S1-35
contact
HEAT TRANSFER LOADS & BOUNDARY CONDITIONS (CONT.)
S1-36
contact6) Contact conduction:
h : Transfer coeff.
= Temp.Body 2 = Temp.Body 1
HEAT TRANSFER LOADS & BOUNDARY CONDITIONS (CONT.)
S1-37
Only in transient analysis: MSC.Marc uses a backward difference scheme to approximate the time derivative as:
resulting in the finite difference scheme:
where
C: heat capacity matrix
K: conductivity and convection matrix
F: contribution from convective boundary condition
: vector of nodal fluxes
HEAT TRANSFER INITIAL CONDITIONS
T =.
S1-38
THERMAL RADIATION
New Radiation LBC
Radiation Viewfactor calculation Uses Monte Carlo Simulation 2D Axisymmetric 3D
New Convective Velocity LBC
Thermal or Coupled analysis
S1-39
RADIATION OVERVIEW
Basic equation: q = F A (Ti4 – Tj
4) T is in absolute units
Kelvin or Rankine
is the Stefan Boltzmann Constant 5.6696E-8 Watt/(m2-K4) 1.7140E-9 Btu/(hr-ft2-R4)
F (script-F) is the gray body configuration factor F is a function of
Fij, the geometric view-factor from surface-i to surface-j
ei, the emissivity of surface-i
ej, the emissivity of surface-j
S1-40
1-i
iAi
1-j
jAj
1AiFij
RADIOSITY CONCEPT
Radiosity node added for each surface node ( < 1.0) FA is separated into two terms
A “space” resistance which is a function of only Fij
Each “surface” resistance a function of either and only
This technique facilitates Change in surface properties ( without new view factor run Independently variable emissivity values
= 1.0 will eliminate radiosity nodes Facilitates debugging of surface-to-surface connections
Eb1 Eb2J1 J2
S1-41
SIMPLE RADIOSITY NETWORK
S1-42
HEAT TRANSFER IN MSC.PATRAN MARC PREFERENCE
All three modes of heat transfer may be present in an MSC.Marc analysis. There are two basic types of analyses: Transient analysis: to obtain
the history of the response over time with heat capacity and latent heat effects taken into account
Steady state analysis: when only the long term solution under a given set of loads and boundary conditions is sought (No heat accumulation).
S1-43
Time
Temperature
THERMAL NONLINEAR ANALYSES
Either type of thermal analysis can be nonlinear.
Sources of nonlinearity include: Temperature dependence of
material properties. Nonlinear surface conditions:
e.g. radiation, temperature dependent film (surface convection) coefficients.
Loads which vary nonlinearly with temperature. These loads are described using Fields in MSC.Patran.
Latent heat (phase change) effects
S1-44
HEAT TRANSFER SHELL ELEMENT
Prior to version 2001, shell elements could have a linear or a quadratic temperature distribution in thickness direction; per node, the number of degrees of freedom is:
2: top and bottom surface temperature (linear)3: top, bottom and mid surface temperature (quadratic)
Especially for certain composite structures, a linear or quadratic distribution might be insufficient to accurately describe the actual temperature profile
S1-45
HEAT TRANSFER SHELL ELEMENT (CONT.) New in version 2001: take a linear or quadratic temperature profile
per layer ; per node, the number of degrees of freedom is:
M+1 (M = # of composite layers; linear distribution):
1 = top surface temperature2 = temperature at layer 1-2 interface3 = temperature at layer 2-3 interface…M+1 = bottom surface temperature 2*M+1 (M = # of composite layers; quadratic distribution):
1 = top surface temperature2 = temperature at layer 1-2 interface3 = mid surface temperature of layer 14 = temperature at layer 2-3 interface…2*M+1 = mid surface temperature layer M
The new temperature distribution can also be user for non-composite elements
S1-46
FULLY COUPLED PROBLEMS Thermal field affects the
mechanical field as above Thermal loads induce deformation.
Mechanical field affects thermal field Mechanically generate heat-due to
plastic work or friction Deformation changes modes of
conduction, radiation, etc.
Fully coupled problems are supported in MSC.Marc 2001 but not by MSC.Patran 2001
Fully coupled problems are supported in MSC.Patran 2002