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MESH:

Entity Size

Nodes 809

Elements 368

ELEMENT TYPE:

Connectivity Statistics

TE10 368 ( 100.00% )

ELEMENT QUALITY:

Criterion Good Poor Bad Worst Average

Stretch 368 ( 100.00% ) 0 ( 0.00% ) 0 ( 0.00% ) 0.565 0.649

Aspect Ratio 368 ( 100.00% ) 0 ( 0.00% ) 0 ( 0.00% ) 2.489 2.068

Materials.1

Material Steel

Young's modulus 2.06e+011N_m2

Poisson's ratio 0.266

Density 7860kg_m3

Coefficient of thermal expansion 1.17e-005_Kdeg

Yield strength 2.5e+008N_m2

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Boundary Conditions

Figure 1

STRUCTURE Computation

Number of nodes : 809

Number of elements : 368

Number of D.O.F. : 2427

Number of Contact relations : 0

Number of Kinematic relations : 0

Parabolic tetrahedron : 368

RESTRAINT Computation

Name: Restraints.1

Number of S.P.C : 75

LOAD Computation

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Name: Loads.1

Applied load resultant :

Fx = 0 . 000e+000 NFy = 0 . 000e+000 N

Fz = -1 . 000e+002 N

Mx = -5 . 000e-001 Nxm

My = 3 . 000e+001 Nxm

Mz = 0 . 000e+000 Nxm

STIFFNESS Computation

Number of lines : 2427Number of coefficients : 79590

Number of blocks : 1

Maximum number of coefficients per bloc : 79590

Total matrix size : 0 . 92 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 ComputationRestraint: Restraints.1

Number of constraints : 75

Number of coefficients : 0

Number of factorized constraints : 75

Number of coefficients : 0

Number of deferred constraints : 0

FACTORIZED Computation

Method : SPARSE

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Number of factorized degrees : 2352

Number of supernodes : 345

Number of overhead indices : 19305

Number of coefficients : 248394

Maximum front width : 357

Maximum front size : 63903

Size of the factorized matrix (Mb) : 1 . 8951

Number of blocks : 1

Number of Mflops for factorization : 4 . 323e+001

Number of Mflops for solve : 1 . 005e+000

Minimum relative pivot : 1 . 422e-004

Minimum and maximum pivot

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

7.4079e+005 Tz 809 2.8615e+001 -1.0000e+001 -5.0000e+000

1.2206e+010 Tz 496 1.5192e+002 1.2500e+001 3.2699e-002

Minimum pivot

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

1.6679e+006 Ty 809 2.8615e+001 -1.0000e+001 -5.0000e+000

2.2671e+008 Tx 809 2.8615e+001 -1.0000e+001 -5.0000e+000

2.4014e+008 Tz 808 2.8615e+001 -1.0000e+001 5.0000e+000

3.3355e+008 Tz 807 2.7881e+001 2.0000e+001 4.9886e+000

3.4954e+008 Ty 797 2.2505e+002 1.2500e+001 4.9936e+000

3.7590e+008 Tz 805 6.8234e+001 -1.0000e+001 5.0000e+000

3.9246e+008 Tx 724 1.0190e+002 1.2509e+001 -1.0000e+001

4.0828e+008 Tz 614 1.6876e+002 -2.5000e+000 5.0009e+000

4.2258e+008 Tz 565 9.9020e+000 2.0000e+001 4.9886e+000

Translational pivot distribution

Value Percentage

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10.E5 --> 10.E6 4.2517e-002

10.E6 --> 10.E7 4.2517e-002

10.E7 --> 10.E8 0.0000e+000

10.E8 --> 10.E9 4.5068e+000

10.E9 --> 10.E10 9.4983e+001

10.E10 --> 10.E11 4.2517e-001

DIRECT METHOD Computation

Name: Static Case Solution.1

Restraint: Restraints.1

Load: Loads.1

Strain Energy : 1.086e-002 J

Equilibrium

Components Applied

Forces Reactions Residual

Relative

Magnitude Error

Fx (N) 0.0000e+000 6.5097e-010 6.5097e-010 1.7041e-012

Fy (N) 0.0000e+000 -2.1117e-010 -2.1117e-010 5.5279e-013

Fz (N) -1.0000e+002 1.0000e+002 4.7547e-009 1.2447e-011

Mx (Nxm) -5.0000e-001 5.0000e-001 3.1938e-011 2.7869e-013

My (Nxm) 3.0000e+001 -3.0000e+001 -1.1276e-009 9.8396e-012

Mz (Nxm) 0.0000e+000 -8.2196e-011 -8.2196e-011 7.1724e-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 Solut ion.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

Global Sensors

Sensor Name Sensor Value

Energy 0.011J

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