two-dimensional heat analysis finite element method 20 november 2002 michelle blunt brian coldwell
TRANSCRIPT
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Two-Dimensional Heat AnalysisFinite Element Method
20 November 2002
Michelle Blunt
Brian Coldwell
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Two-Dimensional Heat Transfer
Fundamental Concepts Solution Methods
• Adiabatic
• Heat Flux
• Steady-State
• Finite Differences
• Finite Element Analysis
• Mathematical
• Experimental
• Theoretical
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dtAqUdtdxAQdtAq
EUEE
outin
outgenin
time t area sectional-cross A
energy stored Usourceheat internal Q
energy kinetic E conductedheat q
dtAqUdtdxAQdtAq
EUEE
outin
outgenin
time t area sectional-cross A
energy stored Usourceheat internal Q
energy kinetic E conductedheat q
dx
dTKq xxx
change re temperatu dT
tyconductivi thermalK
One-Dimensional Conduction
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Two-Dimensional Conduction
dtAqdtAqU
dtdxAQdtAqdtAq
EUEE
outZoutX
inZinX
outgenin
dz
dTK
dx
dTKq zzxxx
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Experimental Model
• Two-dimensional heat transfer plate from lab 6.
•Upper and left boundary conditions are set at 0oC; lower and right conditions are constant at 80oC.
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Theoretical ModelFinite Difference
CAT CTA
:equations of system Solve
Δx
2TT
x
T
x
T
:order 2nd
Δx
TT
dx
dT
x
T
:order1st
1
2,n1,mn1,m
2
2
n1,mnm,
nmTx
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f
x
f1
f2f3 f4
f5 f6
x
f Subdomain We
Domain divided with subdomainswith degrees of freedom
Domain W
x
x
Domain with degrees of freedom
f
f
The fundamental concept of FEM is that a continuous function of a continuum (given domain W) having infinite degrees of freedom is replaced by a discrete model, approximated by a set of piecewise continuous functions having a finite degree of freedom.
f6f5
f4f3
f2
f1
f
x
Theoretical ModelFinite Element
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Structural vs Heat Transfer
Structural Analysis Thermal Analysis
•Assume displacement function
•Stress/strain relationships
•Derive element stiffness
•Assemble element equations
•Solve nodal displacements
•Solve element forces
•Select element type
•Assume temperature function
•Temperature relationships
•Derive element conduction
•Assemble element equations
•Solve nodal temperatures
•Solve element gradient/flux
•Select element type
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Finite Element 2-D Conduction
• 1-d elements are lines• 2-d elements are either
triangles, quadrilaterals, or a mixture as shown
• Label the nodes so that the difference between two nodes on any element is minimized.
Select Element Type
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Finite Element 2-D ConductionAssume (Choose) a Temperature Function
3 Nodes 1 Element
2 DOF: x, y
Assume a linear temperature function for each element as:
3
2
1
321
321
y x 1
),(
a
a
a
yaxaa
yaxaayxt
where u and v describe temperature gradients at (xi,yi).
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Finite Element 2-D ConductionAssume (Choose) a Temperature Function
re temperatunodalt
function shapeN
function etemperaturT
m
j
i
mji
mmjjii
t
t
t
NNNT
tNtNtNT
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Finite Element 2-D ConductionDefine Temperature Gradient Relationships
mji
mji
m
j
i
mji
mji
xN
xB
t
t
t
y
N
y
N
y
N
x
N
x
N
x
N
y
Tx
T
g
1
Analogous to strain matrix: {g}=[B]{t}
[B] is derivative of [N]
gDgq
q
y
x
yy
xx
K 0
0 K
:Gradient ratureflux/TempeHeat
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Finite Element 2-D ConductionDerive Element Conduction Matrix and Equations
2 1
1 2
6
1 1-
1- 1
1
1
Convection Conduction
0
hPL
L
AK
dxL
x
L
x
L
xL
x
hPBDBtA
dSNNhdVBDBk
xx
LT
T
V S
T
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Finite Element 2-D ConductionDerive Element Conduction Matrix and Equations
sourceheat constant for
1
1
1
3
QV
dVVQfT
V
Q
elementeach for
tkf
Stiffness matrix is general term for a matrix of known coefficients being multiplied by unknown degrees of freedom, i.e., displacement OR temperature, etc. Thus, the element conduction matrix is often referred to as the stiffness matrix.
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Finite Element 2-D ConductionAssemble Element Equations, Apply BC’s
tKF
From here on virtually the same as structural approach. Heat flux boundary conditions already accounted for in derivation. Just substitute into above equation and solve for the following:
Solve for Nodal Temperatures
Solve for Element Temperature Gradient & Heat Flux
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Algor: How many elements?
Elements: 9 Time: 6s
Nodes: 16 Memory: 0.239MB
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Algor: How many elements?
Elements: 16 Time: 6s
Nodes: 25 Memory: 0.255MB
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Algor: How many elements?
Elements: 49 Time: 7s
Nodes: 64 Memory: 0.326MB
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Algor: How many elements?
Elements: 100 Time: 7s
Nodes: 121 Memory: 0.438MB
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Algor: How many elements?
Elements: 324 Time: 7s
Nodes: 361 Memory: 0.910MB
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Algor: How many elements?
Elements: 625 Time: 9s
Nodes: 676 Memory: 1.535MB
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Algor: How many elements?
Elements: 3600 Time: 15s
Nodes: 3721 Memory: 7.684MB
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Algor: How many elements?
Automatic Mesh
Elements: 334 Time: 7s
Nodes: 371 Memory: 0.930MB
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Algor Results Options
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• Higher accuracy• More time, memory
• Faster• Less storage space
Algor: How many elements?
Smaller Elements Fewer Elements
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References
Kreyszig, Erwin. Advanced Engineering Mathematics, 8th ed.(1999)
Chapters: 8, 9
Logan, Daryl L. A First Course in the Finite Element Method Using Algor, 2nd ed.(2001)
Chapters: 13
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Questions?
Ha ha ha!!!
Here comes your assignment…