static analysis 4x
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Static Analysis
MESH:
Entity Size
Nodes 86579
Elements 51858
ELEMENT TYPE:
Connectivity Statistics
TE10 51858 ( 100.00% )
ELEMENT QUALITY:
Criterion Good Poor Bad Worst Average
Stretch 51808 ( 99.90% ) 50 ( 0.10% ) 0 ( 0.00% ) 0.232 0.632
Aspect Ratio 47667 ( 91.92% ) 4180 ( 8.06% ) 11 ( 0.02% ) 5.371 1.906
Materials.1
Material Aluminium
Young's modulus 7e+010N_m2
Poisson's ratio 0.346
Density 2710kg_m3
Coefficient of thermal expansion 2.36e-005_Kdeg
Yield strength 9.5e+007N_m2
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Static Case
Boundary Conditions
Figure 1
STRUCTURE Computation
Number of nodes : 86579
Number of elements : 51858
Number of D.O.F. : 259737
Number of Contact relations : 0
Number of Kinematic relations : 0
Parabolic tetrahedron : 51858
RESTRAINT Computation
Name: Restraints.1
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Number of S.P.C : 5172
LOAD Computation
Name: Loads.1
Applied load resultant :
Fx = -5 . 085e-007 N
Fy = 1 . 494e-007 N
Fz = -4 . 000e+004 N
Mx = -2 . 661e+003 Nxm
My = -4 . 064e+003 Nxm
Mz = -2 . 448e-008 Nxm
STIFFNESS Computation
Number of lines : 259737
Number of coefficients : 9959619
Number of blocks : 20
Maximum number of coefficients per bloc : 500000
Total matrix size : 114 . 97 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 : 5172
Number of coefficients : 0
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Number of factorized constraints : 5172
Number of coefficients : 0
Number of deferred constraints : 0
FACTORIZED Computation
Method : SPARSE
Number of factorized degrees : 254565
Number of supernodes : 5962
Number of overhead indices : 1226241
Number of coefficients : 135783783
Maximum front width : 4230
Maximum front size : 8948565
Size of the factorized matrix (Mb) : 1035 . 95
Number of blocks : 136
Number of Mflops for factorization : 2 . 206e+005
Number of Mflops for solve : 5 . 444e+002
Minimum relative pivot : 5 . 269e-002
Minimum and maximum pivot
Value Dof Node x (in) y (in) z (in)
3.5674e+007 Tx 67400 -2.8905e+000 1.8697e+000 2.2905e+000
5.7599e+009 Ty 45492 5.7372e-001 1.3300e+000 -2.9409e+000
Minimum pivot
Value Dof Node x (in) y (in) z (in)
3.8964e+007 Tx 64249 3.0741e-001 2.0328e+000 -5.5334e+000
4.0496e+007 Tz 82214 -2.2219e+000 8.4744e-001 4.9227e-001
4.1066e+007 Tx 59256 2.1204e-001 -1.5995e+000 6.8684e+000
4.1323e+007 Tx 74690 -8.6636e+000 -4.6436e-001 -3.9586e+000
4.1986e+007 Tz 74816 -5.1137e+000 2.1182e+000 8.3112e+000
4.5861e+007 Tx 58028 -3.0000e+000 -1.1382e+000 8.7661e+000
4.9121e+007 Tz 74923 -5.1290e+000 3.1702e+000 1.0981e+001
5.3023e+007 Ty 69161 -4.7292e+000 6.3331e-001 -7.1148e+000
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5.5193e+007 Ty 82214 -2.2219e+000 8.4744e-001 4.9227e-001
Translational pivot distribution
Value Percentage
10.E7 --> 10.E8 1.1746e-001
10.E8 --> 10.E9 4.8132e+001
10.E9 --> 10.E10 5.1751e+001
DIRECT METHOD Computation
Name: Static Case Solution.1
Restraint: Restraints.1
Load: Loads.1
Strain Energy : 1.084e+000 J
Equilibrium
Components Applied
Forces Reactions Residual
RelativeMagnitude Error
Fx (N) -5.0850e-007 5.0929e-007 7.8302e-010 6.7043e-013
Fy (N) 1.4943e-007 -1.5068e-007 -1.2477e-009 1.0683e-012
Fz (N) -4.0000e+004 4.0000e+004 1.3169e-009 1.1276e-012
Mx (Nxm) -2.6611e+003 2.6611e+003 2.8149e-010 8.5484e-013
My (Nxm) -4.0640e+003 4.0640e+003 3.7926e-010 1.1518e-012
Mz (Nxm) -2.4480e-008 2.4561e-008 8.1364e-011 2.4709e-013
Static Case Solution.1 - Deformed mesh.2
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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
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Figure 3
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Static Case Solution.1 - Deformed mesh.1
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Figure 4
On deformed mesh ---- On boundary ---- Over all the model
Static Case Solution.1 - Von Mises stress (nodal values).1
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Figure 5
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Static Case Solution.1 - Translational displacement vector.1
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Figure 6
3D elements: : Components: : All
On deformed mesh ---- On boundary ---- Over all the model
Static Case Solution.1 - Estimated local error.1
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Figure 7
3D elements: : Components: : All
On all Elements ---- Over all the model
Global Sensors
Sensor Name Sensor Value
Energy 1.084J
Global Error Rate (%) 12.810677528
Analysis file:///C:/Users/Alex/Desktop/Indexer/1600indx report/i