Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
1/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
Organization (S):
EDF-R & D/AMA, (*) CS IF
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
Document: V2.02.131
SDLL131 - Seismic calculation of a piping VVP.
Comparison Aster-SYSPIPE
Summary:
This test contributes to the validation of the operator of spectral analysis COMB_SISM_MODAL of Code_Aster.
The studied structure is a line of piping VVP subjected to an excitation multi supports. It is with a grid in
elements of right beam POU_D_T and curve POU_C_T.
The numerical reference solution is given by code SYSPIPE of FRAMATOME.
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
2/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
1
Problem of reference
1.1 Geometry
· Isometry:
PRICKING STEAM GENERATOR
LINE BR
C1
SP14
SP12
DAB
Y
Z
X
N1
N45
C3
C2
SP13
N10
N17
N19
N39
N3
N4
N12
N13
N43
N44
Studied line VVP presents a developed length of 28,4m.
The supports weight (SP12, SP13 and SP14) and the locking device car (DAB) are not taken in
count in the seismic analysis.
M60
M54
N47
N46
M61
N17
M55
N48
N49
DAB
N50
M57
M56
N19
N51
SP13
N52
M59
M58
N39
N53
SP12
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
3/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
Co-ordinates of the points (m):
NODES
COOR X (m)
COOR Y (m)
COOR Z (m)
N3
- 0,91514 10,46 30,861
N4
- 1,7194 11,368
32,081
bend C1
center curvature
- 1,7194
11,368
30,861
N12
- 4,5175 14,526
32,069
N13
- 5,3224 15,435
30,849
bend C2
center curvature
- 4,5175
14,526
30,849
N43
- 5,3224 15,435
15,409
N44
- 5,7184 16,583
14,189
bend C3
center curvature
- 5,7184
16,583
15,409
pricking Steam Generator
N1
- 0,91514 10,46 29,944
line Br
N45
- 5,8819 17,058
14,187
support SP14
N10
- 3,6221 13,515
32,076
N17
- 5,3224 15,435
29
N46
- 4,7079 15,646
29
N47
- 4,6449 15,569
29
N48
- 5,9369 15,223
29
DAB+attache
N49
- 5,9386 15,123
29
N19
- 5,3224 15,435
28
N50
- 5,4169 15,402
28
support SP13
N51
- 5,2278 15,467
28
N39
- 5,3224 15,435
17,4
N52
- 5,4169 15,402
17,4
support SP12
N53
- 5,2278 15,467
17,4
· Characteristics of the sections:
R
ext.
(m)
E
p
(m)
GROUP_MA
ring Steam Generator
0,408 0,038
GMAT04
current right portion
0,406 0,03
GMAT02
attach DAB
0,406 0,03
GMAT06
anchoring support
0,406 0,4
GMAT05
elbows C1, C2 and C3
0,406 0,032
GMAT03
Coefficient of flexibility RCC-M of the elbows: k=6,43.
Radius of curvature: R
C
=1,22m.
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
4/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
1.2
Material properties
materials E
(AP)
(Kg/m
3
)
(°C
- 1
)
GROUP_MA
MAT02
2,04E+11 8100,2 0,3
1,092E-05
GMAT02
MAT03
2,04E+11 8098 0,3
1,092E-05
GMAT03
MAT04
2,04E+11 8053,6 0,3
1,092E-05
GMAT04
MAT05
2,04E+11 0 0,3
1,092E-05
GMAT05
MAT06
2,04E+11 1774,4 0,3
1,092E-05
GMAT06
1.3
Boundary conditions and loadings
·
Boundary conditions
Embedding pricking Steam Generator and crossed Br: DX=DY=DZ=DRX=DRY=DRZ=0 with the nodes N1 and N45
·
Seismic loading Normally Acceptable Séisme (1/2 seism of
dimensioning)
- Multiple Excitation (several spectra by direction):
node N1 (pricking Steam Generator) in directions X and Y
frequency (Hz)
0,2.0,5.1,7 2,3 3.3,3.4,5 6 9 10 20 100
acceleration (G) 0,031 0,1 0,53
0,65
0,73
0,69
0,52
0,39
0,29 0,284 0,23 0,23
node N45 (crossed Br) in directions X and Y
frequency (Hz)
1.1,4 2,65
4,8 10 20 25 100
acceleration (G) 0,13 0,43 1,48
0,86
0,38
0,29
0,22
0,22
nodes N1 and N45 (pricking Steam Generator and crossed Br) in direction Z
frequency (Hz)
0,2.0,3.0,5
1
2 3 4 5 7 10 20
25
100
acceleration (G) 0,0155 0,025 0,044 0,1.0,2 0,25 0,28 0,28 0,22 0,15 0,12 0,1 0,1
- Seismic Differentials Displacement
u=0,004m with the node N45 (crossed Br) according to the local direction U.
U results from axis X by a rotation of angle
=109,02° around axis Z.
This loading amounts applying ucos displacements
and usin along axes X and Y.
Several cases of displacements are mentioned in the note of calculation FRAMATOME [bib1]
but only one is retained in this test.
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
5/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
2
Reference solution
2.1
Method of calculation used for the reference solution
The reference solution is obtained by:
· software SYSPIPE of FRAMATOME,
· Code_Aster: test of nonregression based on an equivalent command set.
2.2
Results of reference
The line of piping was the subject of a complete lawful study. Results of the analysis
seismic are mentioned in the note of the manufacturer [bib1].
2.3
Uncertainty on the solution
Numerical solution, obtained with identical data and comparable elements.
2.4 References
bibliographical
[1]
Note calculation FRAMATOME ITMC/cd./414: Lines interior vapor Br of the sections
Fessenheim.
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
6/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
3 Modeling
With
3.1
Characteristics of modeling
The model comprises 12 elements POU_C_T (4 by elbow) and 49 elements POU_D_T.
3.2
Characteristics of the mesh
A number of nodes: 62
A number of meshs and type: 61 SEG2
· Connectivity:
net
node 1
node 2
net
node 1
node 2
M1 N4 N5 M32
N36
N37
M2 N5 N6 M33
N37
N38
M3 N6 N7 M34
N38
N39
M4 N7 N8 M35
N39
N40
M5 N8 N9 M36
N40
N41
M6 N9
N10
M37
N41
N42
M7 N10 N11 M38 N42
N43
M8 N11 N12 M39 N44
N45
M9 N13
N14 M40 N3
N55
M10 N14 N15 M41 N55
N56
M11 N15 N16 M42 N56
N57
M12 N16 N17 M43 N57
N4
M13 N17 N18 M44 N12
N59
M14 N18 N19 M45 N59
N60
M15 N19 N20 M46 N60
N61
M16 N20 N21 M47 N61
N13
M17 N21 N22 M48 N43
N63
M18 N22 N23 M49 N63
N64
M19 N23 N24 M50 N64
N65
M20 N24 N25 M51 N65
N44
M21 N25 N26 M52 N1
N2
M22 N26 N27 M53 N2
N3
M23 N27 N28 M54 N46
N47
M24 N28 N29 M55 N48
N49
M25 N29 N30 M56 N19
N50
M26 N30 N31 M57 N19
N51
M27 N31 N32 M58 N39
N52
M28 N32 N33 M59 N39
N53
M29 N33 N34 M60 N17
N46
M30 N34 N35 M61 N17
N48
M31 N35 N36
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
7/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
· Group of mesh:
GROUP_MA Nb nets
list meshs contained in the group
M1 m2 m3 M4 M5
M6 M7 M8 M9 M10
M11 M12 M13 M14 M15
M16 M17 M18 M19 M20
M21 M22 M23 M24 M25
M26 M27 M28 M29 M30
M31 M32 M33 M34 M35
GMAT02
39
M36 M37 M38 M39
M40 M41 M42 M43 M44
M45 M46 M47 M48 M49
GMAT03
12
M50 M51
GMAT04
2
M52 M53
M54 M55 M56 M57 M58
GMAT05
6
M59
GMAT06
2
M60 M61
3.3 Functionalities
tested
Controls
“MECHANICAL” AFFE_MODELE
“POU_D_T'
“MECHANICAL” AFFE_MODELE
“POU_C_T'
AFFE_CARA_ELEM BEAM
GROUP_MA RINGS
DEFI_ARC
GROUP_MA
CENTER
GROUP_MA
COEF_FLEX
AFFE_CHAR_MECA DDL_IMPO
GROUP_NO
DEFI_MATERIAU ELAS
AFFE_MATERIAU
MACRO_MATR_ASSE
POST_ELEM MASS_INER
MACRO_MODE_MECA CALC_FREQ
NORM_MODE
“MASS_GENE”
CALC_ELEM
CALC_NO
DEFI_FONCTION
DEFI_NAPPE
MODE_SATIQUE MODE_STAT
PSEUDO_MODE
COMB_SISM_MODAL MODE_CORR
AMOR_REDUIT
EXCIT
GROUP_NO
COMB_MODE
COMB_MULT_APPUI
COMB_DIRECTION
DEPL_MULT_APPUI
COMB_DEPL_APPUI
IMPR_RESU
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
8/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
4
Results of modeling A
4.1 Frequencies
clean
mode
Code_Aster
Reference %
variation
1 5,0791
5,0793
- 0,004
2 8,7391
8,7402
- 0,012
3 11,642
11,633
0,075
4 23,104
23,111
- 0,029
4.2
Spectral analysis multi supports
4.2.1 Primary component (inertial effect)
· Method of calculation
- Modal Base comprising the 4 preceding modes,
- Reduced Damping of 5% for all the modes,
- Taking into account of the static contribution of the neglected clean modes (>25 Hz),
- Combination of the modal answers according to method CQC:
COMB_MODE=_F (TYPE=' CQC'),
- Quadratic Office plurality of the answers by supports:
COMB_MULT_APPUI=_F (TYPE=' QUAD'),
- Quadratic Office plurality of the directional answers:
COMB_DIRECTION=_F (TYPE=' QUAD'),
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
9/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
· Reference SYSPIPE
Generalized efforts: EFGE_ELNO_DEPL (N.m)
NET NODE CMP
Code_Aster
Reference %
variation
M52 N1 MT 132314,352 131471 0,641
MFY
34671,9174 34622 0,144
MFZ
34062,3639 33951 0,328
M40 N3 MT 132347,543 131466 0,671
MFY
13271,7861 13716 - 3,239
MFZ
12698,7018 12679 0,155
M43 N4 MT 25427,8116 25624 - 0,766
MFY
96610,7623 95915 0,725
MFZ
8474,33445 8335 1,672
M5 N8 MT 24995,7612 24868 0,514
MFY
12762,0643 12564 1,576
MFZ
42196,6397 42006 0,454
M44 N12 MT 25027,5711 24931 0,387
MFY
15984,253 15811 1,096
MFZ
17688,0827 17390 1,714
M47 N13 MT 40765,3048 40491 0,677
MFY
3066,98979 3201,1
- 4,190
MFZ
6599,21353 6521 1,199
M24 N28 MT 41227,5405 40943 0,695
MFY
37631,0924 37086 1,470
MFZ
45605,1023 44926 1,512
M48 N43 MT 41265,0496 41104 0,392
MFY
51189,9272 50726 0,915
MFZ
13728,1788 13628 0,735
M51 N44 MT 67834,6989 67395 0,652
MFY
27343,0908 27167 0,648
MFZ
33365,2076 32890 1,445
M39 N45 MT 67893,3287 67396 0,738
MFY
38018,4979 37285 1,967
MFZ
23350,1075 23551 - 0,853
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
10/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
[Figure 4.2.1-a] the evolution of a total size of equivalent moment gives
2
2
2
FZ
FY
T
M
M
M
+
+
according to the curvilinear X-coordinate of the analyzed section. A variation is noted
maximum of 1,2% between SYSPIPE and Code_Aster with the N29 node of the M25 mesh.
Appear primary Component 4.2.1-a: - Field of equivalent moment
0
20000
40000
60000
80000
100000
120000
140000
160000
0
5
10
15
20
25
30
ABSC_CURV (m)
m
O
m
E
N
T
éq
U
I
valley
in
T
(
NR
.m
)
SYSPIPE
Code_Aster
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
11/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
· Code_Aster reference
The reference is obtained by calculating the total response with differential displacements
null.
Generalized efforts: EFGE_ELNO_DEPL (N.m)
NET NODE CMP Code_Aster
Reference %
variation
M52 N1 MT
132314,352 132314,352 0,000
MFY
34671,9174 34671,9174 0,000
MFZ
34062,3639 34062,3639 0,000
M40 N3 MT
132347,543 132347,543 0,000
MFY
13271,7861 13271,7861 0,000
MFZ
12698,7018 12698,7018 0,000
M43 N4 MT 25427,8116 25427,8116 0,000
MFY
96610,7623 96610,7623 0,000
MFZ
8474,33445 8474,33445
0,000
M5 N8 MT 24995,7612 24995,7612 0,000
MFY
12762,0643 12762,0643 0,000
MFZ
42196,6397 42196,6397 0,000
M44 N12 MT 25027,5711 25027,5711 0,000
MFY
15984,253 15984,253 0,000
MFZ
17688,0827 17688,0827 0,000
M47 N13 MT 40765,3048 40765,3048 0,000
MFY
3066,98979 3066,98979
0,000
MFZ
6599,21353 6599,21353
0,000
M24 N28 MT 41227,5405 41227,5405 0,000
MFY
37631,0924 37631,0924 0,000
MFZ
45605,1023 45605,1023 0,000
M48 N43 MT 41265,0496 41265,0496 0,000
MFY
51189,9272 51189,9272 0,000
MFZ
13728,1788 13728,1788 0,000
M51 N44 MT 67834,6989 67834,6989 0,000
MFY
27343,0908 27343,0908 0,000
MFZ
33365,2076 33365,2076 0,000
M39 N45 MT 67893,3287 67893,3287 0,000
MFY
38018,4979 38018,4979 0,000
MFZ
23350,1075 23350,1075 0,000
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
12/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
4.2.2 Secondary component (static effect of differential displacements)
· Method of calculation
- Linear Office plurality of the loadings in displacement imposed of line Br (node
N45) according to DX and DY:
DEPL_MULT_APPUI= (
_F (NOM_CAS=' DDS Br U local following DX',
NUME_CAS=1,
MODE_STAT=MSTAT,
NOEUD=N45,
DX=ucos,),
_F (NOM_CAS=' DDS Br U local following DY',
NUME_CAS=2,
MODE_STAT=MSTAT,
NOEUD=N45,
DY=usin,),),
COMB_DEPL_APPUI=_F (
TOUT=' OUI',
TYPE=' LINE',),
with u=0,004mm and
=109,02°
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
13/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
· Reference SYSPIPE
Generalized efforts: EFGE_ELNO_DEPL (N.m)
NET NODE CMP Code_Aster
Reference %
variation
M52 N1 MT
- 3514,643 - 3519 - 0,124
MFY
- 8718,626 - 8731 - 0,142
MFZ
3839,959 3847 - 0,183
M40 N3 MT
- 3498,378 - 3519 - 0,586
MFY *
4627,678 4620 0,166
MFZ *
- 6559,864 - 6572 - 0,185
M43 N4 MT *
- 5466,298 - 5482 - 0,286
MFY
- 2661,552 - 2645
0,626
MFZ
707,119 704 0,443
M5 N8 MT
- 5451,862 - 5458 - 0,112
MFY
- 7813,834 - 7819 - 0,066
MFZ
- 1373,902 - 1376 - 0,153
M44 N12 MT - 5452,502 - 5459 - 0,119
MFY *
232,577 221 5,239
MFZ *
16264,520 16280 - 0,095
M47 N13 MT *
- 1080,825 - 1091 - 0,933
MFY
- 4608,238 - 4612 - 0,082
MFZ
17959,849 17978 - 0,101
M24 N28 MT - 1090,004 - 1091 - 0,091
MFY
616,317 617 - 0,111
MFZ
- 581,559 - 581 0,096
M48 N43 MT - 1087,843 - 1091 - 0,289
MFY *
1008,866 1008 0,086
MFZ *
18334,269 18351 - 0,091
M51 N44 MT *
- 1295,762 - 1299 - 0,249
MFY
- 803,728 - 799 0,592
MFZ
16745,356 16759 - 0,081
M39 N45 MT *
- 1298,075 - 1299 - 0,071
MFY *
14896,226 14908 - 0,079
MFZ *
680,911 681 - 0,013
(*): The signs of the moments of reference are reversed. Conventions of sign of
Code_Aster and SISPIPE are different.
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
14/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
[Figure 4.2.2-a] the evolution of a total size of equivalent moment gives
2
2
2
FZ
FY
T
M
M
M
+
+
according to the curvilinear X-coordinate of the analyzed section. A variation is noted
maximum of 0,93% between SYSPIPE and Code_Aster with the N4 node of the M1 mesh.
Appear secondary component 4.2.2-a: - field of equivalent moment
0
2000
4000
6000
8000
10000
12000
14000
16000
18000
20000
0
5
10
15
20
25
30
ABSC_CURV (m)
m
O
m
E
N
T
éq
U
I
valley
in
T
(
NR
.m
)
SYSPIPE
Code_Aster
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
15/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
· Code_Aster reference
The solution is obtained with operator MECA_STATIQUE by imposing on the N45 node them
DX=ucos displacements
and DY=usin.
Generalized efforts: EFGE_ELNO_DEPL (N.m)
NET NODE
CMP Code_Aster
Reference %
variation
M52 N1 MT - 3514,643 - 3514,643
0,000
MFY
- 8718,626 - 8718,626
0,000
MFZ
3839,959 3839,959 0,000
M40 N3 MT - 3498,378 - 3498,378
0,000
MFY
4627,678 4627,678 0,000
MFZ
- 6559,864 - 6559,864
0,000
M43 N4 MT - 5466,298 - 5466,298
0,000
MFY
- 2661,552 - 2661,552
0,000
MFZ
707,119 707,119 0,000
M5 N8 MT - 5451,862 - 5451,862
0,000
MFY
- 7813,834 - 7813,834
0,000
MFZ
- 1373,902 - 1373,902
0,000
M44 N12 MT - 5452,502 - 5452,502
0,000
MFY
232,577 232,577 0,000
MFZ
16264,520 16264,520
0,000
M47 N13 MT - 1080,825 - 1080,825
0,000
MFY
- 4608,238 - 4608,238
0,000
MFZ
17959,849 17959,849
0,000
M24 N28 MT - 1090,004 - 1090,004
0,000
MFY
616,317 616,317 0,000
MFZ
- 581,559 - 581,559 0,000
M48 N43 MT - 1087,843 - 1087,843
0,000
MFY
1008,866 1008,866 0,000
MFZ
18334,269 18334,269
0,000
M51 N44 MT - 1295,762 - 1295,762
0,000
MFY
- 803,728 - 803,728 0,000
MFZ
16745,356 16745,356
0,000
M39 N45 MT - 1298,075 - 1298,075
0,000
MFY
14896,226 14896,226
0,000
MFZ
680,911 680,911 0,000
Code_Aster
®
Version
6.4
Titrate:
Seismic SDLL131- Calculation of a piping VVP. Comparison Aster-SYSPIPE
Date:
05/03/04
Author (S):
Y. PONS, D. NUNEZ *, L. VIVAN *
Key
:
V2.02.131-A
Page:
16/16
Manual of Validation
V2.02 booklet: Linear dynamics of the beams
HT-66/04/005/A
5
Summary of the results
The answers obtained with the two codes are very close. Variations surplus not 1% on
primary and secondary components. More important differences are observed in
elbows. The latter are modelized with a curved element in SYSPIPE and 4 elements
POU_C_T in Code_Aster.