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V4.21 booklet: Transitory thermics of the linear structures
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Manual of Validation
V4.21 booklet: Transitory thermics of the linear structures
Document:
V4.21.001



TTLL01 - Thermal shock on an infinite wall




Summary:
·
Transitory linear thermics,
·
elements 2D and 3D (7 modelings),
·
interests of the test:
-
test the algorithm of linear thermics transitory with change of pitch of time,
-
imposed temperature (with discontinuity),
-
filing of some not of time.
·
The shock is modelized in 2 different ways:
-
by a linear slope:
T = 100. in 10
­ 3
second,
-
by true a discontinuity of imposed temperature.
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V4.21 booklet: Transitory thermics of the linear structures
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1
Problem of reference
1.1 Geometry
With
A'
M
2
M
1
0
2L
X
B
AA
= 2L = 2 m
X (M1) = 0.2 m
X (m2) = 0.8 m
1.2
Material properties
= 1 W/m °C
CP
= 1 J/m
3
°C
1.3
Boundary conditions and loadings
·
A: T (0, T) = T
p
= 100°C
for T > 0
·
A': T (2L, T) = T
p
= 100°C
1.4 Conditions
initial
T (X, 0) = 0°C for any X
1.5
Specified concerning modelings
Discretization in time (T):
The thermal shock requires a “fine” discretization in time nearly T = 0.
The goal of the test being to validate the various elements (various modelings), we have
chosen a single discretization in time:
10 pitches
for [0.
,
1.D3] is
T = 10
­ 4
S
9
not for
[1 D3
,
1.D2]
that is to say
T = 10
­ 3
S
9 pitches
for
[1.D2
,
1.D1]
that is to say
T = 10
­ 2
S
9
not for
[1.D1
,
1.]
that is to say
T = 10
­ 1
S
10
not for
[1.
,
2.]
that is to say
T = 10
­ 1
S
The shock is defined in two different ways:
·
for modeling B, it is about a true shock (
T
p
is discontinuous):
()
()
T WITH
T WITH
p
p
-
+
=
=



0
100
.
.
·
for modelings A, C, D, E, F, G, it is about a linear slope:
()
()
T WITH
T WITH
p
T
p
T
=
=
=
=




-
0
10
0
100
3
.
.
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V4.21 booklet: Transitory thermics of the linear structures
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2
Reference solution
2.1
Method of calculation used for the reference solution
()
=
=
=
=
=








-


=
-
-
=
,
5
,
3
,
1
.
.
2
exp
2
sin
1
4
,
0
2
1
0
N
T
T
T
X
T
C
L
N
L
X
N
N
T
T
T
T
X
T
p
p
N
p
p
imposed
E
températur
initial
E
températur
time
X-coordinate


2.2
Results of reference
Temperatures at the points M1 (X = 0.2) and m2 (X = 0.8),
and at various moments (T = 0.1, 0.2, 0.7 and 2.0).
The values of reference are those given in guide VPCS.


2.3
Uncertainty on the solution
Numerical series.


2.4 References
bibliographical
[1]
J.F. SACCADURA: Initiation with the thermal transfers, Paris, Technique and documentation
(1982).
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TTLL01 - Thermal shock on an infinite wall
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V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
3 Modeling
With
3.1
Characteristics of modeling

QUAD8
One nets only half the thickness of the wall by reason of symmetry; modeling is made under
a height H = 1.0 with only one layer of elements.

With
B
M
2
M
1
D
C
20 elements
H
L = 0.05
0
10
- 3
S
100 °C
T
T
p
Limiting conditions

on [BC], [AB] and [cd.]: J = 0

on [AD]: T
p
is imposed
Initial conditions
T = 0 °C
One fixes here the duration of the shock at 10
- 3
S.
points
nodes

M1
N9
M2
N33


3.2
Characteristics of the mesh
A number of nodes: 103
A number of meshs and types: 20
QUAD8


3.3 Functionalities
tested
Controls
THER_LINEAIRE
LIST_INST
RECU_CHAMP
INST
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Titrate:
TTLL01 - Thermal shock on an infinite wall
Date:
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J. PELLET
Key
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V4.21.001-F
Page
:
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Manual of Validation
V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
4
Results of modeling A
4.1 Values
tested

Identification Reference
Aster %
difference
M1 (X = 0.2) N9
T = 0.1
65.48
65.294
­ 0.28
T = 0.2
75.58
75.814
+0.31
T = 0.7
93.01
92.867
­ 0.15
T = 2.0
99.72
99.700
­ 0.02
M2 (X = 0.8) N33
T = 0.1
8.09
8.0357
­ 0.67
T = 0.2
26.37
25.790
­ 2.20
T = 0.7
78.47
78.047
­ 0.54
T = 2.0
99.13
99.077
­ 0.05

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HT-66/02/001/A
5 Modeling
B
5.1
Characteristics of modeling

QUAD8
One nets only half the thickness of the wall by reason of symmetry; modeling is made under
a height H = 1.0 with only one layer of elements.


With
B
M
2
M
1
D
C
20 elements
H
L = 0.05
0
100 °C
T
T
p
Limiting conditions

on [BC], [AB] and [cd.]:
= 0

on [AD]: T
p
T is imposed
p
= 100°C
Initial conditions
One affects the temperature directly of
100°C at moment 0.
points
nodes

M1
N9
M2
N33


5.2
Characteristics of the mesh
A number of nodes: 103
A number of meshs and types: 20
QUAD8


5.3 Functionalities
tested
Controls
THER_LINEAIRE
TEMP_INIT
CHAM_NO
RECU_CHAMP
INST
AFFE_CHAM_NO
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Titrate:
TTLL01 - Thermal shock on an infinite wall
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V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
6
Results of modeling B
6.1 Values
tested

Identification Reference
Aster %
difference
M1 (X = 0.2) N9
T = 0.1
65.48
65.369
­ 0.17
T = 0.2
75.58
75.841
0.35
T = 0.7
93.01
92.875
­ 0.14
T = 2.0
99.72
99.700
­ 0.02
M2 (X = 0.8) N33
T = 0.1
8.09
8.113
0.28
T = 0.2
26.37
25.872
­ 1.89
T = 0.7
78.47
78.071
­ 0.51
T = 2.0
99.13
99.078
­ 0.05


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V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
7 Modeling
C
7.1
Characteristics of modeling

HEXA8
One nets only half the thickness of the wall by reason of symmetry; modeling is made under
a height and a thickness H = 1.0 with only one layer of elements.


Limiting conditions

on [BC], [AB] and [cd.]:
= 0

on [AD]: T
p
is imposed
Initial conditions
T = 0°C
One fixes here the duration of the shock at 10
­ 3
S.
points
nodes

M1
N21 with N24
M2
N69 with N72
With
B
M
2
M
1
D
C
20 elements HEXA8
H
L = 0.05
H
0
100 °C
T
T
p
10
­ 3
S


7.2
Characteristics of the mesh
A number of nodes: 84
A number of meshs and types: 20
HEXA8


7.3 Functionalities
tested
Controls
THER_LINEAIRE
LIST_INST
RECU_CHAMP
INST
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Titrate:
TTLL01 - Thermal shock on an infinite wall
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Page
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Manual of Validation
V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
8
Results of modeling C
8.1 Values
tested

Identification Reference
Aster %
difference
M1 (X = 0.2) N21
T = 0.1
65.48
65.31
­ 0.26
T = 0.2
75.58
75.81
+0.31
T = 0.7
93.01
92.87
­ 0.15
T = 2.0
99.72
99.70
­ 0.02
M2 (X = 0.8) N69
T = 0.1
8.09
7.98
­ 1.31
T = 0.2
26.37
25.76
­ 2.30
T = 0.7
78.47
78.05
­ 0.53
T = 2.0
99.13
99.08
­ 0.05


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V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
9 Modeling
D
9.1
Characteristics of modeling

HEXA20
One nets only half the thickness of the wall by reason of symmetry; modeling is made under
a height and a thickness H = 1.0 with only one layer of elements.


Limiting conditions

on [BC], [AB] and [cd.]:
= 0

on [AD]: T
p
is imposed
Initial conditions
T = 0°C
One fixes here the duration of the shock at 10
­ 3
S.
points
nodes

M1
N57 with N64
M2
N201 with N208
With
B
M
2
M
1
D
C
20 elements HEXA20
H
L = 0.05
H
0
100 °C
T
T
p
10
­ 3
S


9.2
Characteristics of the mesh
A number of nodes: 248
A number of meshs and types: 20
HEXA20


9.3 Functionalities
tested
Controls
THER_LINEAIRE
LIST_INST
RECU_CHAMP
INST
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HT-66/02/001/A
10 Results of modeling D
10.1 Values
tested

Identification Reference
Aster %
difference
M1 (X = 0.2) N57
T = 0.1
65.48
65.29
­ 0.28
T = 0.2
75.58
75.81
+0.31
T = 0.7
93.01
92.87
­ 0.15
T = 2.0
99.72
99.70
­ 0.02
M2 (X = 0.8) N201
T = 0.1
8.09
8.04
­ 0.67
T = 0.2
26.37
25.79
­ 2.20
T = 0.7
78.47
78.05
­ 0.54
T = 2.0
99.13
99.08
­ 0.05

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11 Modeling
E
11.1 Characteristics of modeling

PENTA6
One nets only half the thickness of the wall by reason of symmetry; modeling is made under
a height and a thickness H = 1.0 with only one layer of elements. Each cube is cut out
in 2 pentahedrons.


Limiting conditions

on [BC], [AB] and [cd.]:
= 0

on [AD]: T
p
is imposed
Initial conditions
T = 0°C
One fixes here the duration of the shock at 10
­ 3
S.
points
nodes

M1
N21 with N24
M2
N69 with N72
With
B
M
2
M
1
D
C
20 elements PENTA6
H
L = 0.05
H
0
100 °C
T
T
p
10
­ 3
S


11.2 Characteristics of the mesh
A number of nodes: 84
A number of meshs and types: 40
PENTA6


11.3 Functionalities
tested
Controls
THER_LINEAIRE
LIST_INST
RECU_CHAMP
INST
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HT-66/02/001/A
12 Results of modeling E
12.1 Values
tested

Identification Reference
Aster %
difference
M1 (X = 0.2) N21
T = 0.1
65.48
65.31
­ 0.26
T = 0.2
75.58
75.81
+0.31
T = 0.7
93.01
92.87
­ 0.15
T = 2.0
99.72
99.70
­ 0.02
M2 (X = 0.8) N69
T = 0.1
8.09
7.98
­ 1.31
T = 0.2
26.37
25.76
­ 2.30
T = 0.7
78.47
78.05
­ 0.53
T = 2.0
99.13
99.08
­ 0.05

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13 Modeling
F
13.1 Characteristics of modeling

PENTA15
One nets only half the thickness of the wall by reason of symmetry; modeling is made under
a height and a thickness H = 1.0 with only one layer of elements. Each cube is cut out
in 2 pentahedrons.


Limiting conditions

on [BC], [AB] and [cd.]:
= 0

on [AD]: T
p
is imposed
Initial conditions
T = 0°C
One fixes here the duration of the shock at 10
­ 3
S.
points
nodes

M1
N62 with N70
M2
N218 with N226
With
B
M
2
M
1
D
C
20 elements PENTA15
H
L = 0.05
H
0
100 °C
T
T
p
10
­ 3
S


13.2 Characteristics of the mesh
A number of nodes: 269
A number of meshs and types: 40
PENTA15


13.3 Functionalities tested
Controls
THER_LINEAIRE
LIST_INST
RECU_CHAMP
INST
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HT-66/02/001/A
14 Results of modeling F
14.1 Values
tested

Identification Reference
Aster %
difference
M1 (X = 0.2) N62
T = 0.1
65.48
65.29
­ 0.28
T = 0.2
75.58
75.81
+0.31
T = 0.7
93.01
92.87
­ 0.15
T = 2.0
99.72
99.70
­ 0.02
M2 (X = 0.8) N218
T = 0.1
8.09
8.04
­ 0.67
T = 0.2
26.37
25.79
­ 2.20
T = 0.7
78.47
78.05
­ 0.54
T = 2.0
99.13
99.08
­ 0.05

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V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
15 Modeling
G
15.1 Characteristics of modeling

TETRA4
One nets only half the thickness of the wall by reason of symmetry; modeling is made under
a height and a thickness H = 1.0 with only one layer of elements. Each cube is cut out
in 5 tetrahedrons.


Limiting conditions

on [BC], [AB] and [cd.]:
= 0

on [AD]: T
p
is imposed
Initial conditions
T = 0°C
One fixes here the duration of the shock at 10
­ 3
S.
points
nodes

M1
N12,
N17
M2
N48,
N53
With
B
M
2
M
1
D
C
20 elements TETRA4
H
L = 0.05
H
0
100 °C
T
T
p
10
­ 3
S


15.2 Characteristics of the mesh
A number of nodes: 84
A number of meshs and types: 100
TETRA4


15.3 Functionalities
tested
Controls
THER_LINEAIRE
TEMP_INIT
STATIONARY
IMPR_RESU
NUMERO_ORDRE
AFFE_CHAR_THER_F
TEMP_IMPO
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V4.21.001-F
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:
17/24
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V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
16 Results of modeling G
16.1 Values
tested

Identification Reference
Aster %
difference
M1 (X = 0.2)
T = 0.1 N12
65.48
65.37
­ 0.17
N17
65.49
65.27
­ 0.33
T = 0.2 N12
75.58
75.84
+0.34
N17
75.58
75.80
+0.29
T = 0.7 N12
93.01
92.88
­ 0.14
N17
93.01
92.86
­ 0.16
T = 2.0 N12
99.72
99.70
­ 0.02
N17
99.72
99.70
­ 0.02
M2 (X = 0.8)
T = 0.1 N48
8.09
8.08
­ 0.11
N53
8.09
7.97
­ 1.43
T = 0.2 N48
26.37
25.85
­ 1.96
N53
26.37
25.74
­ 2.39
T = 0.7 N48
78.47
78.07
­ 0.51
N53
78.47
78.04
­ 0.55
T = 2.0 N48
99.13
99.08
­ 0.05
N53
99.13
99.08
­ 0.05

16.2 Remarks
At the beginning of transient, one observes slightly different values between the nodes located in
a plan X = constant (< 3 per 1000). This fault seems to be due to modeling in tetrahedrons
with 4 nodes. The results remain nevertheless correct compared to the other elements 3D.

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HT-66/02/001/A
17 Modeling
J
17.1 Characteristics of modeling

TETRA4_D
One nets only half the thickness of the wall by reason of symmetry; modeling is made under
a height and a thickness H = 1.0 with only one layer of elements. Each cube is cut out
in 5 tetrahedrons.
One uses modeling “3d_DIAG” applied to TETRA4, which corresponds to the lumpage of
stamp of thermal mass.


Limiting conditions

on [BC], [AB] and [cd.]:
= 0

on [AD]: T
p
is imposed
Initial conditions
T = 0°C
One fixes here the duration of the shock at 10
­ 3
S.
points
nodes

M1
N12,
N17
M2
N48,
N53
With
B
M
2
M
1
D
C
20 elements TETRA4_D
H
L = 0.05
H
0
100 °C
T
T
p
10
­ 3
S


17.2 Characteristics of the mesh
A number of nodes: 84
A number of meshs and types: 100
TETRA4


17.3 Functionalities
tested
Controls
THER_LINEAIRE
TEMP_INIT
STATIONARY
IMPR_RESU
NUMERO_ORDRE
AFFE_CHAR_THER_F
TEMP_IMPO
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Titrate:
TTLL01 - Thermal shock on an infinite wall
Date:
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J. PELLET
Key
:
V4.21.001-F
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:
19/24
Manual of Validation
V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
18 Results of modeling J
18.1 Values
tested

Identification Reference
Aster %
difference
M1 (X = 0.2)
T = 0.1 N12
65.48
65.34
­ 0.21
N17
65.49
65.24
­ 0.36
T = 0.2 N12
75.58
75.84
+0.34
N17
75.58
75.80
+0.29
T = 0.7 N12
93.01
92.87
­ 0.15
N17
93.01
92.86
­ 0.16
T = 2.0 N12
99.72
99.70
­ 0.02
N17
99.72
99.70
­ 0.02
M2 (X = 0.8)
T = 0.1 N48
8.09
8.18
+1.16
N53
8.09
8.08
­ 0.15
T = 0.2 N48
26.37
25.90
­ 1.77
N53
26.37
25.79
­ 2.20
T = 0.7 N48
78.47
78.06
­ 0.52
N53
78.47
78.02
­ 0.57
T = 2.0 N48
99.13
99.07
­ 0.05
N53
99.13
99.07
­ 0.05

background image
Code_Aster
®
Version
5.0
Titrate:
TTLL01 - Thermal shock on an infinite wall
Date:
30/08/02
Author (S):
J. PELLET
Key
:
V4.21.001-F
Page
:
20/24
Manual of Validation
V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
19 Modeling
K
19.1 Characteristics of modeling

PENTA6_D
One nets only half the thickness of the wall by reason of symmetry; modeling is made under
a height and a thickness H = 1.0 with only one layer of elements. Each cube is cut out
in 2 pentahedrons.
One uses modeling “3d_DIAG” applied to PENTA6, which corresponds to the lumpage of
stamp of thermal mass.


Limiting conditions

on [BC], [AB] and [cd.]:
= 0

on [AD]: T
p
is imposed
Initial conditions
T = 0°C
One fixes here the duration of the shock at 10
­ 3
S.
points
nodes

M1
N21
with
N24
M2
N69
with
N72
With
B
M
2
M
1
D
C
20 elements PENTA6_D
H
L = 0.05
H
0
100 °C
T
T
p
10
­ 3
S


19.2 Characteristics of the mesh
A number of nodes: 84
A number of meshs and types: 40
PENTA6


19.3 Functionalities
tested
Controls
THER_LINEAIRE
LIST_INST
RECU_CHAMP
INST
background image
Code_Aster
®
Version
5.0
Titrate:
TTLL01 - Thermal shock on an infinite wall
Date:
30/08/02
Author (S):
J. PELLET
Key
:
V4.21.001-F
Page
:
21/24
Manual of Validation
V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
20 Results of modeling K
20.1 Values
tested

Identification Reference
Aster %
difference
M1 (X = 0.2)
T = 0.1
65.48
65.28
­ 0.30
T = 0.2
75.58
75.81
+0.31
T = 0.7
93.01
92.87
­ 0.15
T = 2.0
99.72
99.70
­ 0.02
M2 (X = 0.8)
T = 0.1
8.09
8.087
­ 0.03
T = 0.2
26.37
25.81
­ 2.14
T = 0.7
78.47
78.04
­ 0.55
T = 2.0
99.13
99.08
­ 0.05

background image
Code_Aster
®
Version
5.0
Titrate:
TTLL01 - Thermal shock on an infinite wall
Date:
30/08/02
Author (S):
J. PELLET
Key
:
V4.21.001-F
Page
:
22/24
Manual of Validation
V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
21 Modeling
L
21.1 Characteristics of modeling

HEXA8_D
One nets only half the thickness of the wall by reason of symmetry; modeling is made under
a height and a thickness H = 1.0 with only one layer of elements.
One uses modeling “3d_DIAG” applied to HEXA8, which corresponds to the lumpage of
stamp of thermal mass.


Limiting conditions

on [BC], [AB] and [cd.]:
= 0

on [AD]: T
p
is imposed
Initial conditions
T = 0°C
One fixes here the duration of the shock at 10
­ 3
S.
points
nodes

M1
N21
with
N24
M2
N69
with
N72
With
B
M
2
M
1
D
C
20 elements HEXA8_D
H
L = 0.05
H
0
100 °C
T
T
p
10
­ 3
S


21.2 Characteristics of the mesh
A number of nodes: 84
A number of meshs and types: 20
HEXA8


21.3 Functionalities tested
Controls
THER_LINEAIRE
LIST_INST
RECU_CHAMP
INST
background image
Code_Aster
®
Version
5.0
Titrate:
TTLL01 - Thermal shock on an infinite wall
Date:
30/08/02
Author (S):
J. PELLET
Key
:
V4.21.001-F
Page
:
23/24
Manual of Validation
V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
22 Results of modeling L
22.1 Values
tested

Identification Reference
Aster %
difference
M1 (X = 0.2)
T = 0.1
65.48
65.28
­ 0.30
T = 0.2
75.58
75.81
+0.31
T = 0.7
93.01
92.87
­ 0.15
T = 2.0
99.72
99.70
­ 0.02
M2 (X = 0.8)
T = 0.1
8.09
8.087
­ 0.03
T = 0.2
26.37
25.81
­ 2.10
T = 0.7
78.47
78.04
­ 0.55
T = 2.0
99.13
99.08
­ 0.05


background image
Code_Aster
®
Version
5.0
Titrate:
TTLL01 - Thermal shock on an infinite wall
Date:
30/08/02
Author (S):
J. PELLET
Key
:
V4.21.001-F
Page
:
24/24
Manual of Validation
V4.21 booklet: Transitory thermics of the linear structures
HT-66/02/001/A
23 Summary of the results
At the end of 0.7 S the error is definitely lower than 1% for the various thermal elements 2D
(
QUAD8
) and 3D (
HEXA8
-
HEXA20
-
PENTA6
-
PENTA15
-
TETRA4
) used.
It does not seem that the lumpage improves the numerical result.
It would be advisable to test the elements lumpés with a true jump as in modeling B.