CAE Analysis in CATIA PDF
CAE Analysis in CATIA PDF
CAE Analysis in CATIA PDF
Analysis1
Analysis1
MESH:
Entity
Size
Nodes
4141
Elements 11632
ELEMENT TYPE:
Connectivity
Statistics
TE4
11632 ( 100.00% )
ELEMENT QUALITY:
Criterion
Good
Poor
Bad
Worst Average
Stretch
11627 ( 99.96% )
5 ( 0.04% )
0 ( 0.00% )
0.290
0.591
5.362
2.039
Materials.1
Material
Steel
Young's modulus
2e+011N_m2
Poisson's ratio
0.266
Density
7860kg_m3
2.5e+008N_m2
Static Case
Boundary Conditions
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Figure 1
STRUCTURE Computation
Number of nodes
Number of elements
Number of D.O.F.
Number of Contact relations
Number of Kinematic relations
Linear tetrahedron
:
:
:
:
:
4141
11632
12423
0
0
11632
RESTRAINT Computation
Name: Restraints.1
Number of S.P.C : 951
LOAD Computation
Name: Loads.1
Applied load resultant :
Fx
160e-012
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Analysis1
Fy
Fz
Mx
My
Mz
=
=
=
=
=
-3
-1
-1
6
-1
.
.
.
.
.
241e-012
000e+005
308e-006
778e-006
278e-015
N
N
Nxm
Nxm
Nxm
STIFFNESS Computation
Number of lines
Number of coefficients
Number of blocks
Maximum number of coefficients per bloc
Total matrix size
:
:
:
:
:
12423
198132
1
198132
2
31
Mb
SINGULARITY Computation
Restraint: Restraints.1
Number of local singularities
Number of singularities in translation
Number of singularities in rotation
Generated constraint type
:
:
:
:
0
0
0
MPC
CONSTRAINT Computation
Restraint: Restraints.1
Number of constraints
Number of coefficients
Number of factorized constraints
Number of coefficients
Number of deferred constraints
:
:
:
:
:
951
0
951
0
0
FACTORIZED Computation
Method
Number of factorized degrees
Number of supernodes
Number of overhead indices
Number of coefficients
Maximum front width
Maximum front size
Size of the factorized matrix (Mb)
Number of blocks
Number of Mflops for factorization
Number of Mflops for solve
Minimum relative pivot
:
:
:
:
:
:
:
:
:
:
:
:
SPARSE
11472
1176
41811
621843
279
39060
4
1
6
2
9
74429
.
.
.
081e+001
545e+000
113e-007
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Value
Dof
Node
x (mm)
y (mm)
z (mm)
2.2561e+003
Tx
4141
-9.7872e+000
-1.7559e+000
4.1302e+001
4.3754e+009
Tz
1368
-7.8443e+000
1.5454e+001
-3.7500e+001
Value
Dof
Node
x (mm)
y (mm)
z (mm)
4.5208e+003
Tz
4141
-9.7872e+000
-1.7559e+000
4.1302e+001
4.9566e+003
Ty
4141
-9.7872e+000
-1.7559e+000
4.1302e+001
2.4714e+004
Ty
3788
-1.3133e+001
-1.5821e+001
4.0434e+001
2.6953e+004
Tz
3788
-1.3133e+001
-1.5821e+001
4.0434e+001
2.9867e+004
Tz
4139
-1.5361e+000
-1.8836e+000
3.9268e+001
5.4347e+004
Tz
2658
-2.6169e+001
1.8612e+001
1.2854e+001
5.8985e+004
Ty
3787
-8.2390e+000
-1.6488e+001
4.0006e+001
6.8743e+004
Ty
2658
-2.6169e+001
1.8612e+001
1.2854e+001
7.1816e+004
Tz
2647
2.6295e+000
2.7422e+001
2.0336e+001
Minimum pivot
Value
Percentage
2.6151e-002
6.9735e-002
2.2664e-001
2.6151e-001
1.4644e+000
6.0739e+001
3.7212e+001
Load: Loads.1
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Components
Applied
Forces
Reactions
Residual
Relative
Magnitude
Error
Fx (N)
6.1599e-012
-1.2374e005
-1.2374e005
5.7933e011
Fy (N)
-3.2413e-012
2.9310e-005
2.9310e005
1.3723e010
Fz (N)
-1.0000e+005
1.0000e+005
-2.5719e005
1.2042e010
Mx (Nxm)
-1.3077e-006
-4.2599e006
-5.5676e006
6.1334e010
My (Nxm)
6.7779e-006
-9.4747e006
-2.6968e006
2.9709e010
Mz (Nxm)
-1.2782e-015
-6.5347e007
-6.5347e007
7.1989e011
Figure 2
On deformed mesh ---- On boundary ---- Over all the model
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Analysis1
Figure 3
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Global Sensors
Sensor Name Sensor Value
Energy
475577.625J
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