Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
1
Analiza - Piston
MESH:
Entity Size
Nodes 3363
Elements 11889
ELEMENT TYPE:
Connectivity Statistics
TE4 11889 ( 100,00% )
ELEMENT QUALITY:
Criterion Good Poor Bad Worst Average
Stretch 11885 ( 99,97% ) 4 ( 0,03% ) 0 ( 0,00% ) 0,292 0,590
Aspect Ratio 11884 ( 99,96% ) 5 ( 0,04% ) 0 ( 0,00% ) 5,647 2,106
Materials.1
Material Aluminium
Young's modulus 7,45e+010N_m2
Poisson's ratio 0,33
Density 2760kg_m3
Coefficient of thermal expansion 2,2e-005_Kdeg
Yield strength 3,72e+008N_m2
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
2
Static Case
Boundary Conditions
Figure 1
STRUCTURE Computation
Number of nodes : 3363
Number of elements : 11889
Number of D.O.F. : 10089
Number of Contact relations : 0
Number of Kinematic relations : 0
Linear tetrahedron : 11889
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
3
RESTRAINT Computation
Name: Restraints.1
Number of S.P.C : 837
LOAD Computation
Name: Loads.1
Applied load resultant :
Fx = -1 . 109e-012 N
Fy = 1 . 525e+003 N
Fz = -9 . 998e-001 N
Mx = 7 . 134e+000 Nxm
My = -2 . 359e-001 Nxm
Mz = 1 . 230e-002 Nxm
STIFFNESS Computation
Number of lines : 10089
Number of coefficients : 181764
Number of blocks : 1
Maximum number of coefficients per bloc : 181764
Total matrix size : 2 . 12 Mb
SINGULARITY Computation
Restraint: Restraints.1
Number of local singularities : 0
Number of singularities in translation : 0
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Number of singularities in rotation : 0
Generated constraint type : MPC
CONSTRAINT Computation
Restraint: Restraints.1
Number of constraints : 837
Number of coefficients : 0
Number of factorized constraints : 836
Number of coefficients : 811
Number of deferred constraints : 0
FACTORIZED Computation
Method : SPARSE
Number of factorized degrees : 9253
Number of supernodes : 1036
Number of overhead indices : 61687
Number of coefficients : 1487435
Maximum front width : 655
Maximum front size : 214840
Size of the factorized matrix (Mb) : 11 . 3482
Number of blocks : 2
Number of Mflops for factorization : 5 . 149e+002
Number of Mflops for solve : 5 . 996e+000
Minimum relative pivot : 1 . 115e-001
Minimum and maximum pivot
Value Dof Node x (mm) y (mm) z (mm)
7.7480e+007 Tz 3363 3.1337e+001 -2.9314e+000 6.9931e+000
3.3746e+009 Tz 1406 2.8146e+001 -3.5111e+001 1.6097e+001
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Minimum pivot
Value Dof Node x (mm) y (mm) z (mm)
8.8229e+007 Tx 2692 1.5774e+001 -1.3082e+001 1.1582e+001
1.0204e+008 Tz 1539 3.4229e+001 2.9213e+001 3.8914e+000
1.0413e+008 Tz 1535 3.4790e+001 2.8542e+001 -2.2994e+001
1.0941e+008 Ty 31 2.0759e+001 3.7999e+001 2.0960e+001
1.1780e+008 Tx 1742 -1.7395e+001 -1.8000e+001 5.9445e+000
1.2225e+008 Tz 19 2.6533e+001 -3.1000e+001 -3.4500e+001
1.2583e+008 Ty 2707 2.7916e+001 -5.4694e+000 2.8454e+001
1.3450e+008 Tx 564 3.1088e+001 -3.0140e+001 2.6880e+001
1.4339e+008 Tx 1730 -3.1696e+001 -8.7981e+000 -2.1045e+000
Translational pivot distribution
Value Percentage
10.E7 --> 10.E8 2.1615e-002
10.E8 --> 10.E9 7.6343e+001
10.E9 --> 10.E10 2.3636e+001
DIRECT METHOD Computation
Name: Static Case Solution.1
Restraint: Restraints.1
Load: Loads.1
Strain Energy : 1.367e-001 J
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
6
Components Applied
Forces Reactions Residual
Relative
Magnitude Error
Fx (N) -1.1088e-012 -2.8767e-011 -2.9876e-011 2.1687e-014
Fy (N) 1.5250e+003 -1.5250e+003 8.2309e-011 5.9748e-014
Fz (N) -9.9982e-001 9.9982e-001 -1.8332e-012 1.3307e-015
Mx (Nxm) 7.1343e+000 -7.1343e+000 -2.3217e-012 3.7451e-014
My (Nxm) -2.3585e-001 2.3585e-001 -7.6134e-013 1.2281e-014
Mz (Nxm) 1.2305e-002 -1.2305e-002 -3.6606e-014 5.9049e-016
Static Case Solution.1 - Deformed mesh.2
Figure 2
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
7
Static Case Solution.1 - Von Mises stress (nodal values).2
Figure 3
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
8
Static Case Solution.1 - Deformed mesh.1
Figure 4
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
9
Static Case Solution.1 - Von Mises stress (nodal values).1
Figure 5
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Translational displacement vector.1
Figure 6
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Global Sensors
Sensor Name Sensor Value
Energy 0,137J
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
11
Analiza - Intindere
MESH:
Entity Size
Nodes 422
Elements 1087
ELEMENT TYPE:
Connectivity Statistics
TE4 1087 ( 100,00% )
ELEMENT QUALITY:
Criterion Good Poor Bad Worst Average
Stretch 1086 ( 99,91% ) 1 ( 0,09% ) 0 ( 0,00% ) 0,300 0,544
Aspect Ratio 1085 ( 99,82% ) 2 ( 0,18% ) 0 ( 0,00% ) 5,323 2,277
Materials.1
Material Steel
Young's modulus 2,1e+011N_m2
Poisson's ratio 0,28
Density 7850kg_m3
Coefficient of thermal expansion 1,1e-005_Kdeg
Yield strength 6e+008N_m2
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
12
Static Case
Boundary Conditions
Figure 1
STRUCTURE Computation
Number of nodes : 422
Number of elements : 1087
Number of D.O.F. : 1266
Number of Contact relations : 0
Number of Kinematic relations : 0
Linear tetrahedron : 1087
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
13
RESTRAINT Computation
Name: Restraints.1
Number of S.P.C : 78
LOAD Computation
Name: Loads.1
Applied load resultant :
Fx = 0 . 000e+000 N
Fy = 0 . 000e+000 N
Fz = -4 . 938e-006 N
Mx = -2 . 252e-001 Nxm
My = -1 . 397e-001 Nxm
Mz = 0 . 000e+000 Nxm
STIFFNESS Computation
Number of lines : 1266
Number of coefficients : 19758
Number of blocks : 1
Maximum number of coefficients per bloc : 19758
Total matrix size : 0 . 23 Mb
SINGULARITY Computation
Restraint: Restraints.1
Number of local singularities : 0
Number of singularities in translation : 0
Number of singularities in rotation : 0
Generated constraint type : MPC
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
14
CONSTRAINT Computation
Restraint: Restraints.1
Number of constraints : 78
Number of coefficients : 0
Number of factorized constraints : 78
Number of coefficients : 0
Number of deferred constraints : 0
FACTORIZED Computation
Method : SPARSE
Number of factorized degrees : 1188
Number of supernodes : 227
Number of overhead indices : 6528
Number of coefficients : 49617
Maximum front width : 108
Maximum front size : 5886
Size of the factorized matrix (Mb) : 0 . 378548
Number of blocks : 1
Number of Mflops for factorization : 2 . 993e+000
Number of Mflops for solve : 2 . 044e-001
Minimum relative pivot : 4 . 152e-003
Minimum and maximum pivot
Value Dof Node x (mm) y (mm) z (mm)
3.4561e+007 Tx 422 0.0000e+000 6.7075e+000 1.1100e+002
9.2776e+009 Tx 286 0.0000e+000 4.9974e-001 1.0801e+002
Minimum pivot
Value Dof Node x (mm) y (mm) z (mm)
1.6774e+008 Ty 226 -7.0000e+000 8.0000e+000 1.2671e+001
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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1.7214e+008 Ty 422 0.0000e+000 6.7075e+000 1.1100e+002
2.7586e+008 Tz 266 7.0000e+000 -8.0000e+000 4.3039e+001
2.9372e+008 Tx 266 7.0000e+000 -8.0000e+000 4.3039e+001
3.4376e+008 Tx 420 3.5000e+000 -5.6569e+000 9.8657e+001
3.6046e+008 Tz 226 -7.0000e+000 8.0000e+000 1.2671e+001
3.6424e+008 Ty 356 -3.5000e+000 2.5612e-002 1.9069e+001
4.0277e+008 Tx 421 0.0000e+000 -6.3640e+000 1.1064e+002
4.4226e+008 Tx 135 -7.0000e+000 -1.2984e+000 1.3400e+002
Translational pivot distribution
Value Percentage
10.E7 --> 10.E8 8.4175e-002
10.E8 --> 10.E9 9.5118e+000
10.E9 --> 10.E10 9.0404e+001
DIRECT METHOD Computation
Name: Static Case Solution.1
Restraint: Restraints.1
Load: Loads.1
Strain Energy : 1.695e-002 J
Equilibrium
Components Applied
Forces Reactions Residual
Relative
Magnitude Error
Fx (N) 0.0000e+000 -2.5949e-011 -2.5949e-011 4.0720e-014
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Fy (N) 0.0000e+000 2.6930e-012 2.6930e-012 4.2258e-015
Fz (N) -4.9375e-006 4.9375e-006 -5.2140e-011 8.1818e-014
Mx (Nxm) -2.2515e-001 2.2515e-001 3.3307e-014 3.9004e-016
My (Nxm) -1.3971e-001 1.3971e-001 -1.8067e-012 2.1157e-014
Mz (Nxm) 0.0000e+000 1.2752e-013 1.2752e-013 1.4934e-015
Static Case Solution.1 - Deformed mesh.2
Figure 2
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Von Mises stress (nodal values).2
Figure 3
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Von Mises stress (nodal values).1
Figure 4
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Translational displacement vector.1
Figure 5
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Deformed mesh.1
Figure 6
On deformed mesh ---- On boundary ---- Over all the model
Global Sensors
Sensor Name Sensor Value
Energy 0,017J
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
21
Analiza - Comprimare
MESH:
Entity Size
Nodes 422
Elements 1087
ELEMENT TYPE:
Connectivity Statistics
TE4 1087 ( 100,00% )
ELEMENT QUALITY:
Criterion Good Poor Bad Worst Average
Stretch 1086 ( 99,91% ) 1 ( 0,09% ) 0 ( 0,00% ) 0,300 0,544
Aspect Ratio 1085 ( 99,82% ) 2 ( 0,18% ) 0 ( 0,00% ) 5,323 2,277
Materials.1
Material Steel
Young's modulus 2,1e+011N_m2
Poisson's ratio 0,28
Density 7850kg_m3
Coefficient of thermal expansion 1,1e-005_Kdeg
Yield strength 6e+008N_m2
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case
Boundary Conditions
Figure 1
STRUCTURE Computation
Number of nodes : 422
Number of elements : 1087
Number of D.O.F. : 1266
Number of Contact relations : 0
Number of Kinematic relations : 0
Linear tetrahedron : 1087
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
23
RESTRAINT Computation
Name: Restraints.1
Number of S.P.C : 78
LOAD Computation
Name: Loads.1
Applied load resultant :
Fx = 0 . 000e+000 N
Fy = 0 . 000e+000 N
Fz = 1 . 406e-004 N
Mx = -3 . 443e-001 Nxm
My = 3 . 170e-001 Nxm
Mz = 0 . 000e+000 Nxm
STIFFNESS Computation
Number of lines : 1266
Number of coefficients : 19758
Number of blocks : 1
Maximum number of coefficients per bloc : 19758
Total matrix size : 0 . 23 Mb
SINGULARITY Computation
Restraint: Restraints.1
Number of local singularities : 0
Number of singularities in translation : 0
Number of singularities in rotation : 0
Generated constraint type : MPC
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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CONSTRAINT Computation
Restraint: Restraints.1
Number of constraints : 78
Number of coefficients : 0
Number of factorized constraints : 78
Number of coefficients : 0
Number of deferred constraints : 0
FACTORIZED Computation
Method : SPARSE
Number of factorized degrees : 1188
Number of supernodes : 227
Number of overhead indices : 6528
Number of coefficients : 49617
Maximum front width : 108
Maximum front size : 5886
Size of the factorized matrix (Mb) : 0 . 378548
Number of blocks : 1
Number of Mflops for factorization : 2 . 993e+000
Number of Mflops for solve : 2 . 044e-001
Minimum relative pivot : 4 . 152e-003
Minimum and maximum pivot
Value Dof Node x (mm) y (mm) z (mm)
3.4561e+007 Tx 422 0.0000e+000 6.7075e+000 1.1100e+002
9.2776e+009 Tx 286 0.0000e+000 4.9974e-001 1.0801e+002
Minimum pivot
Value Dof Node x (mm) y (mm) z (mm)
1.6774e+008 Ty 226 -7.0000e+000 8.0000e+000 1.2671e+001
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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1.7214e+008 Ty 422 0.0000e+000 6.7075e+000 1.1100e+002
2.7586e+008 Tz 266 7.0000e+000 -8.0000e+000 4.3039e+001
2.9372e+008 Tx 266 7.0000e+000 -8.0000e+000 4.3039e+001
3.4376e+008 Tx 420 3.5000e+000 -5.6569e+000 9.8657e+001
3.6046e+008 Tz 226 -7.0000e+000 8.0000e+000 1.2671e+001
3.6424e+008 Ty 356 -3.5000e+000 2.5612e-002 1.9069e+001
4.0277e+008 Tx 421 0.0000e+000 -6.3640e+000 1.1064e+002
4.4226e+008 Tx 135 -7.0000e+000 -1.2984e+000 1.3400e+002
Translational pivot distribution
Value Percentage
10.E7 --> 10.E8 8.4175e-002
10.E8 --> 10.E9 9.5118e+000
10.E9 --> 10.E10 9.0404e+001
DIRECT METHOD Computation
Name: Static Case Solution.1
Restraint: Restraints.1
Load: Loads.1
Strain Energy : 9.905e-001 J
Equilibrium
Components Applied
Forces Reactions Residual
Relative
Magnitude Error
Fx (N) 0.0000e+000 1.0468e-010 1.0468e-010 2.0225e-014
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Fy (N) 0.0000e+000 -5.1097e-011 -5.1097e-011 9.8724e-015
Fz (N) 1.4060e-004 -1.4060e-004 2.3462e-010 4.5331e-014
Mx (Nxm) -3.4429e-001 3.4429e-001 2.6366e-012 3.8016e-015
My (Nxm) 3.1699e-001 -3.1699e-001 1.4084e-011 2.0308e-014
Mz (Nxm) 0.0000e+000 -3.1854e-013 -3.1854e-013 4.5929e-016
Static Case Solution.1 - Deformed mesh.2
Figure 2
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Von Mises stress (nodal values).2
Figure 3
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Von Mises stress (nodal values).1
Figure 4
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Deformed mesh.1
Figure 5
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Translational displacement vector.1
Figure 6
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Global Sensors
Sensor Name Sensor Value
Energy 0,99J
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
31
Analiza - 1
MESH:
Entity Size
Nodes 3467
Elements 14094
ELEMENT TYPE:
Connectivity Statistics
TE4 14094 ( 100,00% )
ELEMENT QUALITY:
Criterion Good Poor Bad Worst Average
Stretch 14075 ( 99,87% ) 19 ( 0,13% ) 0 ( 0,00% ) 0,270 0,602
Aspect Ratio 14079 ( 99,89% ) 15 ( 0,11% ) 0 ( 0,00% ) 5,432 2,007
Materials.1
Material Steel
Young's modulus 1,85e+011N_m2
Poisson's ratio 0,26
Density 7250kg_m3
Coefficient of thermal expansion 1,05e-005_Kdeg
Yield strength 1,006e+008N_m2
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case
Boundary Conditions
Figure 1
STRUCTURE Computation
Number of nodes : 3467
Number of elements : 14094
Number of D.O.F. : 10401
Number of Contact relations : 0
Number of Kinematic relations : 0
Linear tetrahedron : 14094
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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RESTRAINT Computation
Name: Restraints.1
Number of S.P.C : 894
LOAD Computation
Name: Loads.1
Applied load resultant :
Fx = 0 . 000e+000 N
Fy = 1 . 110e+004 N
Fz = 2 . 148e+004 N
Mx = 1 . 304e+000 Nxm
My = -2 . 928e-001 Nxm
Mz = 1 . 513e-001 Nxm
STIFFNESS Computation
Number of lines : 10401
Number of coefficients : 197526
Number of blocks : 1
Maximum number of coefficients per bloc : 197526
Total matrix size : 2 . 30 Mb
SINGULARITY Computation
Restraint: Restraints.1
Number of local singularities : 0
Number of singularities in translation : 0
Number of singularities in rotation : 0
Generated constraint type : MPC
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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CONSTRAINT Computation
Restraint: Restraints.1
Number of constraints : 894
Number of coefficients : 0
Number of factorized constraints : 894
Number of coefficients : 172
Number of deferred constraints : 0
FACTORIZED Computation
Method : SPARSE
Number of factorized degrees : 9507
Number of supernodes : 1055
Number of overhead indices : 59955
Number of coefficients : 1164145
Maximum front width : 597
Maximum front size : 178503
Size of the factorized matrix (Mb) : 8 . 88172
Number of blocks : 2
Number of Mflops for factorization : 2 . 944e+002
Number of Mflops for solve : 4 . 704e+000
Minimum relative pivot : 6 . 980e-002
Minimum and maximum pivot
Value Dof Node x (mm) y (mm) z (mm)
2.8203e+008 Ty 3467 1.4162e+001 1.5374e+001 6.1921e+001
9.5884e+009 Tz 2746 1.4718e+001 2.7741e+001 -1.3836e+001
Minimum pivot
Value Dof Node x (mm) y (mm) z (mm)
2.9569e+008 Tz 2122 2.3537e+001 5.2562e+000 6.7595e+001
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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3.2847e+008 Tz 134 -1.0000e+001 -5.9208e+000 2.7367e+001
3.4967e+008 Ty 2122 2.3537e+001 5.2562e+000 6.7595e+001
3.5435e+008 Tz 2121 2.2838e+001 -4.0923e-001 6.7141e+001
3.6098e+008 Tx 2123 2.8789e+001 4.2056e+000 6.7933e+001
3.8709e+008 Ty 2121 2.2838e+001 -4.0923e-001 6.7141e+001
3.8915e+008 Ty 1874 -1.4641e+001 2.3521e+001 -2.0194e+001
3.9139e+008 Tz 666 2.8500e+001 5.6853e+001 9.8576e+001
3.9538e+008 Ty 135 -1.0000e+001 -1.1236e+001 2.5647e+001
Translational pivot distribution
Value Percentage
10.E8 --> 10.E9 6.3637e+000
10.E9 --> 10.E10 9.3636e+001
DIRECT METHOD Computation
Name: Static Case Solution.1
Restraint: Restraints.1
Load: Loads.1
Strain Energy : 2.047e-001 J
Equilibrium
Components Applied
Forces Reactions Residual
Relative
Magnitude Error
Fx (N) 0.0000e+000 3.6469e-010 3.6469e-010 1.3931e-013
Fy (N) 1.1096e+004 -1.1096e+004 1.4352e-009 5.4823e-013
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Fz (N) 2.1479e+004 -2.1479e+004 6.4756e-010 2.4736e-013
Mx (Nxm) 1.3037e+000 -1.3037e+000 -7.3739e-011 2.2690e-013
My (Nxm) -2.9282e-001 2.9282e-001 3.1162e-011 9.5891e-014
Mz (Nxm) 1.5127e-001 -1.5127e-001 -6.7044e-012 2.0630e-014
Static Case Solution.1 - Deformed mesh.2
Figure 2
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Von Mises stress (nodal values).2
Figure 3
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Deformed mesh.1
Figure 4
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Von Mises stress (nodal values).1
Figure 5
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Translational displacement vector.1
Figure 6
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Global Sensors
Sensor Name Sensor Value
Energy 0,205J
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Analiza - 2
MESH:
Entity Size
Nodes 3467
Elements 14094
ELEMENT TYPE:
Connectivity Statistics
TE4 14094 ( 100,00% )
ELEMENT QUALITY:
Criterion Good Poor Bad Worst Average
Stretch 14075 ( 99,87% ) 19 ( 0,13% ) 0 ( 0,00% ) 0,270 0,602
Aspect Ratio 14079 ( 99,89% ) 15 ( 0,11% ) 0 ( 0,00% ) 5,432 2,007
Materials.1
Material Steel
Young's modulus 1,85e+011N_m2
Poisson's ratio 0,26
Density 7250kg_m3
Coefficient of thermal expansion 1,05e-005_Kdeg
Yield strength 1,006e+008N_m2
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case
Boundary Conditions
Figure 1
STRUCTURE Computation
Number of nodes : 3467
Number of elements : 14094
Number of D.O.F. : 10401
Number of Contact relations : 0
Number of Kinematic relations : 0
Linear tetrahedron : 14094
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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RESTRAINT Computation
Name: Restraints.1
Number of S.P.C : 894
LOAD Computation
Name: Loads.1
Applied load resultant :
Fx = 0 . 000e+000 N
Fy = 6 . 578e+003 N
Fz = 2 . 905e+004 N
Mx = 9 . 722e-001 Nxm
My = -2 . 810e-001 Nxm
Mz = 6 . 363e-002 Nxm
STIFFNESS Computation
Number of lines : 10401
Number of coefficients : 197526
Number of blocks : 1
Maximum number of coefficients per bloc : 197526
Total matrix size : 2 . 30 Mb
SINGULARITY Computation
Restraint: Restraints.1
Number of local singularities : 0
Number of singularities in translation : 0
Number of singularities in rotation : 0
Generated constraint type : MPC
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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CONSTRAINT Computation
Restraint: Restraints.1
Number of constraints : 894
Number of coefficients : 0
Number of factorized constraints : 894
Number of coefficients : 172
Number of deferred constraints : 0
FACTORIZED Computation
Method : SPARSE
Number of factorized degrees : 9507
Number of supernodes : 1055
Number of overhead indices : 59955
Number of coefficients : 1164145
Maximum front width : 597
Maximum front size : 178503
Size of the factorized matrix (Mb) : 8 . 88172
Number of blocks : 2
Number of Mflops for factorization : 2 . 944e+002
Number of Mflops for solve : 4 . 704e+000
Minimum relative pivot : 6 . 980e-002
Minimum and maximum pivot
Value Dof Node x (mm) y (mm) z (mm)
2.8203e+008 Ty 3467 1.4162e+001 1.5374e+001 6.1921e+001
9.5884e+009 Tz 2746 1.4718e+001 2.7741e+001 -1.3836e+001
Minimum pivot
Value Dof Node x (mm) y (mm) z (mm)
2.9569e+008 Tz 2122 2.3537e+001 5.2562e+000 6.7595e+001
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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3.2847e+008 Tz 134 -1.0000e+001 -5.9208e+000 2.7367e+001
3.4967e+008 Ty 2122 2.3537e+001 5.2562e+000 6.7595e+001
3.5435e+008 Tz 2121 2.2838e+001 -4.0923e-001 6.7141e+001
3.6098e+008 Tx 2123 2.8789e+001 4.2056e+000 6.7933e+001
3.8709e+008 Ty 2121 2.2838e+001 -4.0923e-001 6.7141e+001
3.8915e+008 Ty 1874 -1.4641e+001 2.3521e+001 -2.0194e+001
3.9139e+008 Tz 666 2.8500e+001 5.6853e+001 9.8576e+001
3.9538e+008 Ty 135 -1.0000e+001 -1.1236e+001 2.5647e+001
Translational pivot distribution
Value Percentage
10.E8 --> 10.E9 6.3637e+000
10.E9 --> 10.E10 9.3636e+001
DIRECT METHOD Computation
Name: Static Case Solution.1
Restraint: Restraints.1
Load: Loads.1
Strain Energy : 1.515e-001 J
Equilibrium
Components Applied
Forces Reactions Residual
Relative
Magnitude Error
Fx (N) 0.0000e+000 3.5244e-010 3.5244e-010 1.0221e-013
Fy (N) 6.5780e+003 -6.5780e+003 9.0677e-010 2.6298e-013
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Fz (N) 2.9053e+004 -2.9053e+004 4.2201e-010 1.2239e-013
Mx (Nxm) 9.7225e-001 -9.7225e-001 -4.7052e-011 1.0993e-013
My (Nxm) -2.8102e-001 2.8102e-001 3.3580e-011 7.8452e-014
Mz (Nxm) 6.3627e-002 -6.3627e-002 -7.8517e-012 1.8343e-014
Static Case Solution.1 - Deformed mesh.2
Figure 2
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Von Mises stress (nodal values).2
Figure 3
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Translational displacement vector.1
Figure 4
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Von Mises stress (nodal values).1
Figure 5
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Deformed mesh.1
Figure 6
On deformed mesh ---- On boundary ---- Over all the model
Global Sensors
Sensor Name Sensor Value
Energy 0,151J
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Analiza - 3
MESH:
Entity Size
Nodes 3467
Elements 14094
ELEMENT TYPE:
Connectivity Statistics
TE4 14094 ( 100,00% )
ELEMENT QUALITY:
Criterion Good Poor Bad Worst Average
Stretch 14075 ( 99,87% ) 19 ( 0,13% ) 0 ( 0,00% ) 0,270 0,602
Aspect Ratio 14079 ( 99,89% ) 15 ( 0,11% ) 0 ( 0,00% ) 5,432 2,007
Materials.1
Material Steel
Young's modulus 1,85e+011N_m2
Poisson's ratio 0,26
Density 7250kg_m3
Coefficient of thermal expansion 1,05e-005_Kdeg
Yield strength 1,006e+008N_m2
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case
Boundary Conditions
Figure 1
STRUCTURE Computation
Number of nodes : 3467
Number of elements : 14094
Number of D.O.F. : 10401
Number of Contact relations : 0
Number of Kinematic relations : 0
Linear tetrahedron : 14094
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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RESTRAINT Computation
Name: Restraints.1
Number of S.P.C : 894
LOAD Computation
Name: Loads.1
Applied load resultant :
Fx = 0 . 000e+000 N
Fy = -4 . 754e+003 N
Fz = 1 . 316e+004 N
Mx = -5 . 443e-001 Nxm
My = -6 . 133e-002 Nxm
Mz = -2 . 215e-002 Nxm
STIFFNESS Computation
Number of lines : 10401
Number of coefficients : 197526
Number of blocks : 1
Maximum number of coefficients per bloc : 197526
Total matrix size : 2 . 30 Mb
SINGULARITY Computation
Restraint: Restraints.1
Number of local singularities : 0
Number of singularities in translation : 0
Number of singularities in rotation : 0
Generated constraint type : MPC
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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CONSTRAINT Computation
Restraint: Restraints.1
Number of constraints : 894
Number of coefficients : 0
Number of factorized constraints : 894
Number of coefficients : 172
Number of deferred constraints : 0
FACTORIZED Computation
Method : SPARSE
Number of factorized degrees : 9507
Number of supernodes : 1055
Number of overhead indices : 59955
Number of coefficients : 1164145
Maximum front width : 597
Maximum front size : 178503
Size of the factorized matrix (Mb) : 8 . 88172
Number of blocks : 2
Number of Mflops for factorization : 2 . 944e+002
Number of Mflops for solve : 4 . 704e+000
Minimum relative pivot : 6 . 980e-002
Minimum and maximum pivot
Value Dof Node x (mm) y (mm) z (mm)
2.8203e+008 Ty 3467 1.4162e+001 1.5374e+001 6.1921e+001
9.5884e+009 Tz 2746 1.4718e+001 2.7741e+001 -1.3836e+001
Minimum pivot
Value Dof Node x (mm) y (mm) z (mm)
2.9569e+008 Tz 2122 2.3537e+001 5.2562e+000 6.7595e+001
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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3.2847e+008 Tz 134 -1.0000e+001 -5.9208e+000 2.7367e+001
3.4967e+008 Ty 2122 2.3537e+001 5.2562e+000 6.7595e+001
3.5435e+008 Tz 2121 2.2838e+001 -4.0923e-001 6.7141e+001
3.6098e+008 Tx 2123 2.8789e+001 4.2056e+000 6.7933e+001
3.8709e+008 Ty 2121 2.2838e+001 -4.0923e-001 6.7141e+001
3.8915e+008 Ty 1874 -1.4641e+001 2.3521e+001 -2.0194e+001
3.9139e+008 Tz 666 2.8500e+001 5.6853e+001 9.8576e+001
3.9538e+008 Ty 135 -1.0000e+001 -1.1236e+001 2.5647e+001
Translational pivot distribution
Value Percentage
10.E8 --> 10.E9 6.3637e+000
10.E9 --> 10.E10 9.3636e+001
DIRECT METHOD Computation
Name: Static Case Solution.1
Restraint: Restraints.1
Load: Loads.1
Strain Energy : 4.759e-002 J
Equilibrium
Components Applied
Forces Reactions Residual
Relative
Magnitude Error
Fx (N) 0.0000e+000 2.2010e-011 2.2010e-011 1.3324e-014
Fy (N) -4.7540e+003 4.7540e+003 -5.6389e-010 3.4135e-013
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Fz (N) 1.3164e+004 -1.3164e+004 -3.0741e-010 1.8609e-013
Mx (Nxm) -5.4432e-001 5.4432e-001 2.8796e-011 1.4042e-013
My (Nxm) -6.1334e-002 6.1334e-002 8.9804e-012 4.3791e-014
Mz (Nxm) -2.2150e-002 2.2150e-002 8.6758e-013 4.2306e-015
Static Case Solution.1 - Deformed mesh.2
Figure 2
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Von Mises stress (nodal values).2
Figure 3
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Translational displacement vector.1
Figure 4
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Von Mises stress (nodal values).1
Figure 5
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Deformed mesh.1
Figure 6
On deformed mesh ---- On boundary ---- Over all the model
Global Sensors
Sensor Name Sensor Value
Energy 0,048J
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Analiza - 4
MESH:
Entity Size
Nodes 3467
Elements 14094
ELEMENT TYPE:
Connectivity Statistics
TE4 14094 ( 100,00% )
ELEMENT QUALITY:
Criterion Good Poor Bad Worst Average
Stretch 14075 ( 99,87% ) 19 ( 0,13% ) 0 ( 0,00% ) 0,270 0,602
Aspect Ratio 14079 ( 99,89% ) 15 ( 0,11% ) 0 ( 0,00% ) 5,432 2,007
Materials.1
Material Steel
Young's modulus 1,85e+011N_m2
Poisson's ratio 0,26
Density 7250kg_m3
Coefficient of thermal expansion 1,05e-005_Kdeg
Yield strength 1,006e+008N_m2
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case
Boundary Conditions
Figure 1
STRUCTURE Computation
Number of nodes : 3467
Number of elements : 14094
Number of D.O.F. : 10401
Number of Contact relations : 0
Number of Kinematic relations : 0
Linear tetrahedron : 14094
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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RESTRAINT Computation
Name: Restraints.1
Number of S.P.C : 894
LOAD Computation
Name: Loads.1
Applied load resultant :
Fx = 0 . 000e+000 N
Fy = -1 . 274e+003 N
Fz = -2 . 795e+003 N
Mx = 9 . 249e-002 Nxm
My = 7 . 768e-003 Nxm
Mz = -3 . 541e-003 Nxm
STIFFNESS Computation
Number of lines : 10401
Number of coefficients : 197526
Number of blocks : 1
Maximum number of coefficients per bloc : 197526
Total matrix size : 2 . 30 Mb
SINGULARITY Computation
Restraint: Restraints.1
Number of local singularities : 0
Number of singularities in translation : 0
Number of singularities in rotation : 0
Generated constraint type : MPC
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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CONSTRAINT Computation
Restraint: Restraints.1
Number of constraints : 894
Number of coefficients : 0
Number of factorized constraints : 894
Number of coefficients : 172
Number of deferred constraints : 0
FACTORIZED Computation
Method : SPARSE
Number of factorized degrees : 9507
Number of supernodes : 1055
Number of overhead indices : 59955
Number of coefficients : 1164145
Maximum front width : 597
Maximum front size : 178503
Size of the factorized matrix (Mb) : 8 . 88172
Number of blocks : 2
Number of Mflops for factorization : 2 . 944e+002
Number of Mflops for solve : 4 . 704e+000
Minimum relative pivot : 6 . 980e-002
Minimum and maximum pivot
Value Dof Node x (mm) y (mm) z (mm)
2.8203e+008 Ty 3467 1.4162e+001 1.5374e+001 6.1921e+001
9.5884e+009 Tz 2746 1.4718e+001 2.7741e+001 -1.3836e+001
Minimum pivot
Value Dof Node x (mm) y (mm) z (mm)
2.9569e+008 Tz 2122 2.3537e+001 5.2562e+000 6.7595e+001
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3.2847e+008 Tz 134 -1.0000e+001 -5.9208e+000 2.7367e+001
3.4967e+008 Ty 2122 2.3537e+001 5.2562e+000 6.7595e+001
3.5435e+008 Tz 2121 2.2838e+001 -4.0923e-001 6.7141e+001
3.6098e+008 Tx 2123 2.8789e+001 4.2056e+000 6.7933e+001
3.8709e+008 Ty 2121 2.2838e+001 -4.0923e-001 6.7141e+001
3.8915e+008 Ty 1874 -1.4641e+001 2.3521e+001 -2.0194e+001
3.9139e+008 Tz 666 2.8500e+001 5.6853e+001 9.8576e+001
3.9538e+008 Ty 135 -1.0000e+001 -1.1236e+001 2.5647e+001
Translational pivot distribution
Value Percentage
10.E8 --> 10.E9 6.3637e+000
10.E9 --> 10.E10 9.3636e+001
DIRECT METHOD Computation
Name: Static Case Solution.1
Restraint: Restraints.1
Load: Loads.1
Strain Energy : 2.998e-003 J
Equilibrium
Components Applied
Forces Reactions Residual
Relative
Magnitude Error
Fx (N) 0.0000e+000 -4.0896e-011 -4.0896e-011 1.2508e-013
Fy (N) -1.2740e+003 1.2740e+003 -1.6485e-010 5.0416e-013
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Fz (N) -2.7950e+003 2.7950e+003 -8.2309e-011 2.5173e-013
Mx (Nxm) 9.2490e-002 -9.2490e-002 8.3960e-012 2.0685e-013
My (Nxm) 7.7684e-003 -7.7684e-003 -3.4754e-012 8.5623e-014
Mz (Nxm) -3.5409e-003 3.5409e-003 1.0131e-012 2.4958e-014
Static Case Solution.1 - Deformed mesh.2
Figure 2
On deformed mesh ---- On boundary ---- Over all the model
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Static Case Solution.1 - Von Mises stress (nodal values).2
Figure 3
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Translational displacement vector.1
Figure 4
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
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Static Case Solution.1 - Von Mises stress (nodal values).1
Figure 5
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
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Static Case Solution.1 - Deformed mesh.1
Figure 6
On deformed mesh ---- On boundary ---- Over all the model
Global Sensors
Sensor Name Sensor Value
Energy 0,003J
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Analiza Ansamblu
MESH:
Entity Size
Nodes 7633
Elements 28711
ELEMENT TYPE:
Connectivity Statistics
SPIDER 242 ( 0,84% )
TE4 28469 ( 99,16% )
ELEMENT QUALITY:
Criterion Good Poor Bad Worst Average
Stretch 28445 ( 99,92% ) 24 ( 0,08% ) 0 ( 0,00% ) 0,270 0,600
Aspect Ratio 28447 ( 99,92% ) 22 ( 0,08% ) 0 ( 0,00% ) 5,647 2,043
Materials.1
Material Steel
Young's modulus 1,85e+011N_m2
Poisson's ratio 0,26
Density 7250kg_m3
Coefficient of thermal expansion 1,05e-005_Kdeg
Yield strength 1,006e+008N_m2
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Material Steel
Young's modulus 2,1e+011N_m2
Poisson's ratio 0,28
Density 7850kg_m3
Coefficient of thermal expansion 1,1e-005_Kdeg
Yield strength 6e+008N_m2
Material Iron
Young's modulus 1,85e+011N_m2
Poisson's ratio 0,26
Density 7250kg_m3
Coefficient of thermal expansion 1,05e-005_Kdeg
Yield strength 1,006e+008N_m2
Material Aluminium
Young's modulus 7,45e+010N_m2
Poisson's ratio 0,33
Density 2760kg_m3
Coefficient of thermal expansion 2,2e-005_Kdeg
Yield strength 3,72e+008N_m2
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Static Case
Boundary Conditions
Figure 1
STRUCTURE Computation
Number of nodes : 7633
Number of elements : 28711
Number of D.O.F. : 22899
Number of Contact relations : 0
Number of Kinematic relations : 466
Number of coefficients : 4356
Linear tetrahedron : 28469
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Solid to solid fastened join : 112
Slider join : 130
RESTRAINT Computation
Name: Restraints.1
Number of S.P.C : 1725
LOAD Computation
Name: Loads.1
Applied load resultant :
Fx = 7 . 631e-013 N
Fy = -2 . 143e+002 N
Fz = -3 . 639e+003 N
Mx = 3 . 479e+001 Nxm
My = 2 . 876e-002 Nxm
Mz = -1 . 694e-003 Nxm
STIFFNESS Computation
Number of lines : 22899
Number of coefficients : 419541
Number of blocks : 1
Maximum number of coefficients per bloc : 419541
Total matrix size : 4 . 89 Mb
SINGULARITY Computation
Restraint: Restraints.1
Number of local singularities : 0
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Number of singularities in translation : 0
Number of singularities in rotation : 0
Generated constraint type : MPC
CONSTRAINT Computation
Restraint: Restraints.1
Number of constraints : 2191
Number of coefficients : 0
Number of factorized constraints : 2191
Number of coefficients : 5718
Number of deferred constraints : 0
FACTORIZED Computation
Method : SPARSE
Number of factorized degrees : 20708
Number of supernodes : 1667
Number of overhead indices : 115810
Number of coefficients : 3116316
Maximum front width : 694
Maximum front size : 241165
Size of the factorized matrix (Mb) : 23 . 7756
Number of blocks : 4
Number of Mflops for factorization : 9 . 840e+002
Number of Mflops for solve : 1 . 257e+001
Minimum relative pivot : 5 . 639e-004
Minimum and maximum pivot
Value Dof Node x (mm) y (mm) z (mm)
4.1249e+006 Tx 7633 0.0000e+000 1.4522e+001 2.8889e+002
1.0874e+010 Tx 3020 3.3972e+001 -1.6814e+001 1.7315e+002
Minimum pivot
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Value Dof Node x (mm) y (mm) z (mm)
1.3700e+007 Tz 4252 -3.6000e+001 3.3422e+001 3.0448e+002
8.8255e+007 Tx 466 -5.8000e+001 -9.2753e+000 1.4226e+002
1.0196e+008 Tx 773 -1.0000e+001 1.8660e+001 8.8852e+001
1.0422e+008 Ty 770 -1.0000e+001 2.6700e+000 8.7322e+001
1.0952e+008 Ty 3912 -2.0759e+001 -2.8015e+001 3.3286e+002
1.1722e+008 Tz 3499 -3.6000e+001 1.2669e+001 2.8853e+002
1.2248e+008 Ty 3906 -3.0000e+001 2.7606e+001 3.2478e+002
1.2253e+008 Tx 4253 2.2206e+001 4.6536e+001 3.2012e+002
1.2611e+008 Ty 481 -5.8000e+001 6.7461e+000 1.5228e+002
Translational pivot distribution
Value Percentage
10.E6 --> 10.E7 4.8291e-003
10.E7 --> 10.E8 9.6581e-003
10.E8 --> 10.E9 3.8096e+001
10.E9 --> 10.E10 6.1875e+001
10.E10 --> 10.E11 1.4487e-002
DIRECT METHOD Computation
Name: Static Case Solution.1
Restraint: Restraints.1
Load: Loads.1
Strain Energy : 4.757e-002 J
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Equilibrium
Components Applied
Forces Reactions Residual
Relative
Magnitude Error
Fx (N) 7.6314e-013 -7.6525e-011 -7.5762e-011 1.1976e-013
Fy (N) -2.1433e+002 2.1433e+002 -1.0911e-010 1.7248e-013
Fz (N) -3.6393e+003 3.6393e+003 -5.6798e-010 8.9784e-013
Mx (Nxm) 3.4787e+001 -3.4787e+001 3.9130e-011 1.8088e-013
My (Nxm) 2.8757e-002 -2.8757e-002 -4.6803e-011 2.1636e-013
Mz (Nxm) -1.6936e-003 1.6936e-003 1.2767e-011 5.9018e-014
Static Case Solution.1 - Deformed mesh.2
Figure 2
On deformed mesh ---- On boundary ---- Over all the model
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Static Case Solution.1 - Von Mises stress (nodal values).2
Figure 3
1D elements: : Components: : All
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
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Static Case Solution.1 - Deformed mesh.1
Figure 4
On deformed mesh ---- On boundary ---- Over all the model
Anexă – Analiză cu Metoda Elementului Finit Crascov Daniel
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Static Case Solution.1 - Translational displacement vector.1
Figure 5
1D elements: : Components: : All
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
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Static Case Solution.1 - Von Mises stress (nodal values).1
Figure 6
1D elements: : Components: : All
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Global Sensors
Sensor Name Sensor Value
Energy 0,048J