12. J modeling#

12.1. Characteristics of modeling#

We use 3D modeling in non-linear mechanics with hyper-reduction of the model. This modeling tests the accuracy of the empirical modes obtained in modeling E on the reduced domain created in the F modeling.

We therefore use the bases produced in modeling D and the reduced domain created in modeling F. This modeling tests how to reconstruct fields on the domain wholemeal

12.2. Characteristics of the mesh#

The mesh contains 27 elements of type HEXA8.

12.3. Tested sizes and results#

12.3.1. Values in the RID#

We test the value of the displacements obtained with a hyper-reduced model compared to those obtained in the complete model:

Location

Moment

Component

Movement ( DEPL )

Instant

Precision

Node A in \(({1,0,3})\)

\(t=10s\)

DX

\({0,0696319525128}\,{mm}\)

0.0015

Node A in \(({1,0,3})\)

\(t=10s\)

DY

\({0,199062276741}\,{mm}\)

0.0035

Node A in \(({1,0,3})\)

\(t=10s\)

DZ

\({0,529606351907}\,{mm}\) 0.0015

0.0025

And the constraints:

Location

Instant

Component

Component

Constraint ( SIEF_NOEU )

Precision

D knot in \(({3,1,0})\)

\(t=10s\)

SIXX

\({13300,4780377}\,{MPa}\)

0, 20%

D knot in \(({3,1,0})\)

\(t=10s\)

SIYY

\({13300,3220671}\,{MPa}\)

0, 20%

D knot in \(({3,1,0})\)

\(t=10s\)

SIZZ

\({13368,1442621}\,{MPa}\)

0, 20%

12.3.2. Values outside of RID#

Values outside of RID cannot be obtained directly from the hyper-reduced calculation with STAT_NON_LINE. It is necessary to rebuild the fields. We are testing the reconstruction of fields « by hand » by retrieving the reduced coordinates and applying the formula with CREA_CHAMP:

Location

Moment

Component

Movement ( DEPL )

Instant

Precision

Node B in \(({3,3,3})\)

\(t=10s\)

DX

\(-{0,208992921588}\,{mm}\)

0.0015

Node B in \(({3,3,3})\)

\(t=10s\)

DY

\(-{0,208992921588}\,{mm}\)

0.003

Node B in \(({3,3,3})\)

\(t=10s\)

DZ

\({0,547254495773}\,{mm}\)

0.0025

Location

Instant

Component

Component

Constraint ( SIEF_NOEU )

Precision

Node C in \(({0,0,0})\)

\(t=10s\)

SIXX

\({13300,4780377}\,{MPa}\)

0.7%

Node C in \(({0,0,0})\)

\(t=10s\)

SIYY

\({13300,3220671}\,{MPa}\)

0.7%

Node C in \(({0,0,0})\)

\(t=10s\)

SIZZ

\({13368,1442621}\,{MPa}\)

9.7%

We test the reconstruction of the fields by gappy- POD using the REST_REDUIT_COMPLET operator:

Location

Moment

Component

Move ( DEPL )

Node B in \(({3,3,3})\)

\(t=10s\)

DX

\(-{0,208992921588}\,{mm}\)

0.0015

Node B in \(({3,3,3})\)

\(t=10s\)

DY

\(-{0,208992921588}\,{mm}\)

0.003

Node B in \(({3,3,3})\)

\(t=10s\)

DZ

\({0,547254495773}\,{mm}\)

0.002

Location

Instant

Component

Component

Constraint ( SIEF_NOEU )

Precision

Node C in \(({0,0,0})\)

\(t=10s\)

SIXX

\({13300,4780377}\,{MPa}\)

0.002

Node C in \(({0,0,0})\)

\(t=10s\)

SIYY

\({13300,3220671}\,{MPa}\)

0.002

Node C in \(({0,0,0})\)

\(t=10s\)

SIZZ

\({13368,1442621}\,{MPa}\)

0.002

We are also testing PREDICTION =” EXTRAPOLE “:

Location

Moment

Component

Movement ( DEPL )

Instant

Precision

Node A in \(({1,0,3})\)

\(t=10s\)

DX

\({0,0696319525128}\,{mm}\)

0.0015

Node A in \(({1,0,3})\)

\(t=10s\)

DY

\({0,199062276741}\,{mm}\)

0.0015

Node A in \(({1,0,3})\)

\(t=10s\)

DZ

\({0,529606351907}\,{mm}\)

0.033

12.4. notes#

The reconstruction of fields, especially outside of RID, is giving excellent results in terms of precision.