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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
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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
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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
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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
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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
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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
Global Sensors
Sensor Name Sensor Value
Energy 79.178J