Analysis1

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Analysis1

MESH:

Entity Size

Nodes 1177

Elements 3884

ELEMENT TYPE:

Connectivity Statistics

TE4 3884 ( 100,00% )

ELEMENT QUALITY:

Criterion Good Poor Bad Worst Average

Stretch 3883 ( 99,97% ) 1 ( 0,03% ) 0 ( 0,00% ) 0,298 0,579

Aspect Ratio 3147 ( 81,02% ) 735 ( 18,92% ) 2 ( 0,05% ) 5,499 2,121

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

Analysis1

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Boundary Conditions

Figure 1

STRUCTURE Computation

Number of nodes : 1177 Number of elements : 3884 Number of D.O.F. : 3531 Number of Contact relations : 0 Number of Kinematic relations : 0

Linear tetrahedron : 3884

RESTRAINT Computation

Name: Restraints.1

Number of S.P.C : 155

Analysis1

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LOAD Computation

Name: Loads.1

Applied load resultant :

Fx = 0 . 000e+000 NFy = 0 . 000e+000 NFz = -1 . 113e+001 NMx = -3 . 927e-001 NxmMy = 1 . 381e+000 NxmMz = 0 . 000e+000 Nxm

STRUCTURAL MASS Computation

Name: StructuralMassSet.1

Number of lines : 3531 Number of coefficients : 60909 Number of blocks : 1 Maximum number of coefficients per bloc : 60909 Total matrix size : 0 . 71 Mb

Structural mass : 5.672e-001 kg

Inertia center coordinates

Xg : 1 . 241e+002 mmYg : 3 . 529e+001 mmZg : 7 . 134e-001 mm

Inertia tensor at origin: kgxm2

7.689e-004 -2.479e-003 -8.344e-005

-2.479e-003 1.093e-002 -1.143e-005

-8.344e-005 -1.143e-005 1.166e-002

Analysis1

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STIFFNESS Computation

Number of lines : 3531 Number of coefficients : 60909 Number of blocks : 1 Maximum number of coefficients per bloc : 60909 Total matrix size : 0 . 71 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 : 155 Number of coefficients : 0 Number of factorized constraints : 147 Number of coefficients : 67 Number of deferred constraints : 0

FACTORIZED Computation

Method : SPARSE Number of factorized degrees : 3384 Number of supernodes : 533 Number of overhead indices : 20159 Number of coefficients : 204399 Maximum front width : 159 Maximum front size : 12720 Size of the factorized matrix (Mb) : 1 . 55944 Number of blocks : 1 Number of Mflops for factorization : 1 . 802e+001 Number of Mflops for solve : 8 . 345e-001 Minimum relative pivot : 1 . 296e-002

Minimum and maximum pivot

Analysis1

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Value Dof Node x (mm) y (mm) z (mm)

7.7664e+007 Tx 879 2.3294e+002 9.3893e+000 -3.0000e+000

6.3211e+009 Tz 824 1.9434e+002 2.0827e+001 -3.0960e+000

Minimum pivot

Value Dof Node x (mm) y (mm) z (mm)

8.9385e+007 Tx 284 1.2593e+002 3.3243e+001 6.9057e+000

1.9189e+008 Tz 878 2.2980e+002 6.9444e+000 -3.0000e+000

2.6270e+008 Tx 442 2.0929e+002 5.5152e+000 7.0000e+000

2.7135e+008 Ty 442 2.0929e+002 5.5152e+000 7.0000e+000

3.2007e+008 Tx 444 2.1905e+002 2.2896e+000 7.0000e+000

3.4836e+008 Tx 443 2.1458e+002 3.0760e+000 7.0000e+000

3.4991e+008 Tz 1108 2.3704e+002 1.6689e+001 -8.0207e-003

3.5112e+008 Tx 1048 2.3372e+002 3.4391e+001 1.5310e+000

3.7423e+008 Tx 960 1.4198e+002 4.0099e+001 7.3073e+000

Translational pivot distribution

Value Percentage

10.E7 --> 10.E8 5.9102e-002

10.E8 --> 10.E9 2.5680e+001

10.E9 --> 10.E10 7.4261e+001

DIRECT METHOD Computation

Name: Static Case Solution.1

Restraint: Restraints.1

Analysis1

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Structural mass is taken into account

Load: Loads.1

Strain Energy : 6.781e-006 J

Equilibrium

Components AppliedForces Reactions ResidualRelative

MagnitudeError

Fx (N) 0.0000e+000 8.6349e-012 8.6349e-012 7.3440e-013

Fy (N) 0.0000e+000 -3.3307e-016 -3.3307e-016 2.8328e-017

Fz (N) -1.1129e+001 1.1129e+001 1.2774e-011 1.0864e-012

Mx (Nxm) -3.9274e-001 3.9274e-001 6.1773e-013 2.1851e-013

My (Nxm) 1.3809e+000 -1.3809e+000-2.1163e-

012 7.4859e-013

Mz (Nxm) 0.0000e+000 -4.2488e-013 -4.2488e-013 1.5029e-013

Static Case Solution.1 - Deformed mesh.1

Analysis1

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Figure 2

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

Static Case Solution.1 - Von Mises stress (nodal values).2

Analysis1

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Figure 3

3D elements: : Components: : All

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

Static Case Solution.1 - Von Mises stress (nodal values).1

Analysis1

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Figure 4

3D elements: : Components: : All

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

Global Sensors

Sensor Name Sensor Value

Energy 6,781e-006J

Global Error Rate (%) 41,602474213

Local DiskAnalysis1