18/04/2016 Analysis Suporte MKS

file:///C:/Users/Rodrigo%20Mendes/AppData/Local/DassaultSystemes/CATTemp/TempOutputDirectory/index.html 1/6

Analysis Suporte MKS

MESH:

Entity Size

Nodes 2860

Elements 9987

ELEMENT TYPE:

Connectivity Statistics

TE4 9987 ( 100.00% )

ELEMENT QUALITY:

Criterion Good Poor Bad Worst Average

Stretch 9987 ( 100.00% ) 0 ( 0.00% ) 0 ( 0.00% ) 0.310 0.607

Aspect Ratio 8102 ( 81.13% ) 1885 ( 18.87% ) 0 ( 0.00% ) 4.843 2.074

Materials.1

Material Iron

Young's modulus 120000.004MPa

Poisson's ratio 0.291

Density 7870kg_m3

Coefficient of thermal expansion 1.21e­005_Kdeg

Yield strength 310MPa

Static Case

Boundary Conditions

18/04/2016 Analysis Suporte MKS

file:///C:/Users/Rodrigo%20Mendes/AppData/Local/DassaultSystemes/CATTemp/TempOutputDirectory/index.html 2/6

Figure 1

STRUCTURE Computation

Number of nodes : 2860  Number of elements : 9987  Number of D.O.F. : 8580  Number of Contact relations : 0  Number of Kinematic relations : 0  

Linear tetrahedron : 9987  

RESTRAINT Computation

Name: Restraints.1

Number of S.P.C : 630

LOAD Computation

Name: Loads.1

Applied load resultant : 

18/04/2016 Analysis Suporte MKS

file:///C:/Users/Rodrigo%20Mendes/AppData/Local/DassaultSystemes/CATTemp/TempOutputDirectory/index.html 3/6

Fx = ­1 . 225e­005  kgfFy = ­8 . 509e­009  kgfFz = ­2 . 500e+004  kgfMx = ­3 . 467e+004  NxmMy = 5 . 148e+004  NxmMz = 1 . 537e­005  Nxm

STIFFNESS Computation

Number of lines : 8580    Number of coefficients : 152097    Number of blocks : 1    Maximum number of coefficients per bloc : 152097    Total matrix size : 1 . 77  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 : 630  Number of coefficients : 0  Number of factorized constraints : 630  Number of coefficients : 0  Number of deferred constraints : 0  

FACTORIZED Computation

Method :  SPARSE  Number of factorized degrees : 7950    Number of supernodes : 956    Number of overhead indices : 48396    Number of coefficients : 851124    Maximum front width : 393    Maximum front size : 77421    Size of the factorized matrix (Mb) : 6 . 49356  Number of blocks : 1    Number of Mflops for factorization : 1 . 694e+002  Number of Mflops for solve : 3 . 444e+000  

18/04/2016 Analysis Suporte MKS

file:///C:/Users/Rodrigo%20Mendes/AppData/Local/DassaultSystemes/CATTemp/TempOutputDirectory/index.html 4/6

Minimum relative pivot : 1 . 309e­002  

Minimum and maximum pivot

Value Dof Node x (mm) y (mm) z (mm)

2.7351e+007 Ty 2860 2.7115e+002 1.1787e+002 ­7.8664e+002

2.1063e+010 Tz 1467 2.0000e+002 1.7830e+002 ­5.7945e+002

Minimum pivot

Value Dof Node x (mm) y (mm) z (mm)

1.0157e+008 Tz 2860 2.7115e+002 1.1787e+002 ­7.8664e+002

1.1174e+008 Tx 2860 2.7115e+002 1.1787e+002 ­7.8664e+002

1.6977e+008 Tx 2150 3.0800e+002 1.4152e+002 ­7.4720e+002

2.5612e+008 Tx 2149 1.8500e+002 2.3917e+002 ­7.1834e+002

2.7089e+008 Tx 2858 3.1307e+002 1.6354e+002 ­7.8964e+002

2.7826e+008 Ty 2258 1.8500e+002 4.4411e+001 ­7.8395e+002

2.9319e+008 Ty 1972 7.8641e+001 2.9330e+002 ­4.1980e+002

2.9583e+008 Ty 2340 2.2679e+002 1.2553e+002 ­7.7327e+002

2.9819e+008 Ty 2157 1.1525e+002 1.3310e+002 ­8.3711e+002

Translational pivot distribution

Value Percentage

10.E7 ­­> 10.E8 1.2579e­002

10.E8 ­­> 10.E9 9.2201e+000

10.E9 ­­> 10.E10 8.8088e+001

10.E10 ­­> 10.E11 2.6792e+000

DIRECT METHOD Computation

Name: Static Case Solution.1

Restraint: Restraints.1

Load: Loads.1

18/04/2016 Analysis Suporte MKS

file:///C:/Users/Rodrigo%20Mendes/AppData/Local/DassaultSystemes/CATTemp/TempOutputDirectory/index.html 5/6

Strain Energy : 7.918e+001 J

Equilibrium 

Components AppliedForces Reactions Residual

RelativeMagnitudeError

Fx (kgf) ­1.2253e­005 1.2251e­005 ­2.6208e­009

6.8931e­014

Fy (kgf) ­8.5086e­009 8.3764e­009 ­1.3219e­010

3.4769e­015

Fz (kgf) ­2.5000e+004 2.5000e+004 1.3242e­009

3.4829e­014

Mx (Nxm) ­3.4674e+004 3.4674e+004 1.4552e­011

4.5711e­016

My (Nxm) 5.1485e+004 ­5.1485e+004 2.0045e­008

6.2967e­013

Mz (Nxm) 1.5372e­005 ­1.5368e­005 4.6466e­009

1.4596e­013

Static Case Solution.1 ­ Deformed mesh.2

Figure 2

On deformed mesh ­­­­ On boundary ­­­­ Over all the model

18/04/2016 Analysis Suporte MKS

file:///C:/Users/Rodrigo%20Mendes/AppData/Local/DassaultSystemes/CATTemp/TempOutputDirectory/index.html 6/6

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

Global Sensors

Sensor Name Sensor Value

Energy 79.178J