Analysis1

### MESH:

Entity | Size
--- | ---
Nodes | 2956
Elements | 9319

### ELEMENT TYPE:

Connectivity | Statistics
--- | ---
TE4 | 9319 ( 100.00% )

### ELEMENT QUALITY:

Criterion | Good | Poor | Bad | Worst | Average
--- | --- | --- | --- | --- | ---
Stretch | 9162 ( 98.32% ) | 157 ( 1.68% ) | 0 ( 0.00% ) | 0.200 | 0.527
Aspect Ratio | 9187 ( 98.58% ) | 132 ( 1.42% ) | 0 ( 0.00% ) | 8.556 | 2.488

### Materials.1

Material | Steel
Young's modulus | 2e+011N_m2
Poisson's ratio | 0.266
Density | 7860kg_m3
Coefficient of thermal expansion | 1.17e-005_Kdeg
Yield strength | 2.5e+008N_m2

# Static Case

### Boundary Conditions

Figure 1

### STRUCTURE Computation

Number of nodes | : | 2956 |
Number of elements | : | 9319 |
Number of D.O.F. | : | 8868 |
Number of Contact relations | : | 0 |
Number of Kinematic relations | : | 0 |

Linear tetrahedron | : | 9319 |

### RESTRAINT Computation

Name: Restraints.1

Number of S.P.C : 57

### LOAD Computation

Name: Loads.1

Applied load resultant :

Fx | = | -1 | . | 000e+004 | N
Fy | = | 1 | . | 388e-013 | N
Fz | = | -9 | . | 850e-015 | N
Mx | = | 1 | . | 328e-014 | Nxm
My | = | 8 | . | 512e-005 | Nxm
Mz | = | -4 | . | 143e+003 | Nxm

### STIFFNESS Computation

Number of lines | : | 8868 |  |
Number of coefficients | : | 150855 |  |
Number of blocks | : | 1 |  |
Maximum number of coefficients per bloc | : | 150855 |  |
Total matrix size | : | 1 | . | 76 | 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 |

### CONSTRAINT Computation

Restraint: Restraints.1

Number of constraints | : | 57 |
Number of coefficients | : | 0 |
Number of factorized constraints | : | 57 |
Number of coefficients | : | 0 |
Number of deferred constraints | : | 0 |

### FACTORIZED Computation

Method | : | SPARSE |
Number of factorized degrees | : | 8811 |  |
Number of supernodes | : | 1732 |  |
Number of overhead indices | : | 63327 |  |
Number of coefficients | : | 605088 |  |
Maximum front width | : | 225 |  |
Maximum front size | : | 25425 |  |
Size of the factorized matrix (Mb) | : | 4 | . | 61646 |
Number of blocks | : | 2 |  |
Number of Mflops for factorization | : | 6 | . | 430e+001 |
Number of Mflops for solve | : | 2 | . | 429e+000 |
Minimum relative pivot | : | 2 | . | 106e-004 |

Minimum and maximum pivot

Value | Dof | Node | x (mm) | y (mm) | z (mm)
--- | --- | --- | --- | --- | ---
6.1656e+006 | Tx | 2955 | -1.4505e+001 | 3.3464e+002 | 1.2471e+002
6.3223e+010 | Tx | 2822 | -1.4620e+001 | -4.1683e+002 | 3.4315e+002

Minimum pivot

Value | Dof | Node | x (mm) | y (mm) | z (mm)
--- | --- | --- | --- | --- | ---
7.5380e+007 | Tz | 2899 | -1.4784e+001 | -2.8877e+002 | -2.6317e+002
8.1745e+007 | Tx | 2956 | -1.3794e+001 | 1.2378e+002 | 3.3362e+002
9.4943e+007 | Tx | 2787 | -1.3186e+001 | 4.9652e+002 | 1.6887e+002
1.0060e+008 | Tx | 2953 | -1.2882e+001 | 1.2435e+002 | -3.3327e+002
1.2123e+008 | Tx | 1293 | -3.0000e+001 | -3.3785e+002 | 2.5733e+002
1.6445e+008 | Ty | 2951 | -1.5550e+001 | -3.3450e+002 | -1.2559e+002
2.1768e+008 | Tx | 1088 | -1.0000e+001 | 1.3660e+002 | 3.7957e+002
3.5574e+008 | Tz | 2955 | -1.4505e+001 | 3.3464e+002 | 1.2471e+002
3.7444e+008 | Tz | 2893 | -1.5000e+001 | -5.6259e+001 | -3.5631e+002

Translational pivot distribution

Value | Percentage
--- | ---
10.E6 --> 10.E7 | 1.1349e-002
10.E7 --> 10.E8 | 3.4048e-002
10.E8 --> 10.E9 | 5.9017e-001
10.E9 --> 10.E10 | 7.0072e+001
10.E10 --> 10.E11 | 2.9293e+001

### DIRECT METHOD Computation

Name: Static Case Solution.1

Restraint: Restraints.1

Load: Loads.1

Strain Energy : 2.673e-002 J

Equilibrium

Components | Applied Forces | Reactions | Residual | Relative Magnitude Error
--- | --- | --- | --- | ---
Fx (N) | -1.0000e+004 | 1.0000e+004 | 4.1346e-009 | 1.0218e-012
Fy (N) | 1.3878e-013 | 2.1009e-010 | 2.1023e-010 | 5.1954e-014
Fz (N) | -9.8499e-015 | 3.6061e-010 | 3.6060e-010 | 8.9115e-014
Mx (Nxm) | 1.3277e-014 | 1.1227e-010 | 1.1228e-010 | 4.6245e-014
My (Nxm) | 8.5117e-005 | -8.5116e-005 | 4.1472e-010 | 1.7081e-013
Mz (Nxm) | -4.1432e+003 | 4.1432e+003 | -1.4743e-009 | 6.0723e-013

### Static Case Solution.1 - Deformed mesh.1

Figure 2

On deformed mesh ---- On boundary ---- Over all the model

### 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