5. C modeling#

5.1. Characteristics of the mesh#

Mesh: the mesh is composed of a QUAD9 mesh with nine knots (\(\mathit{N1}\), \(\mathit{N2}\), \(\mathit{N3}\), \(\mathit{N4}\), \(\mathit{N5}\), \(\mathit{N6}\), \(\mathit{N7}\),, \(\mathit{N8}\), \(\mathit{N9}\)).

_images/100002000000016700000158DF8C84E6DFF179DA.png _images/10000200000001880000018A9224476971DA41E8.png

For each mesh, there are 9 integration points.

  • Node group \(\mathit{ENC}\) is composed of nodes \(\mathit{N1}\) and \(\mathit{N2}\)

  • Node group \(\mathit{CHA}\) is composed of nodes \(\mathit{N3}\) and \(\mathit{N4}\)

5.2. Characteristics of modeling#

Modeling:

MO= AFFE_MODELE (MAILLAGE =MA,

AFFE =_F (TOUT =” OUI “, PHENOMENE =” MECANIQUE”,

MODELISATION =” COQUE_3D “,),)

Boundary conditions:

BLOCAGE = AFFE_CHAR_MECA (MODELE =MO,

DDL_IMPO =_F (GROUP_NO =” ENC “,

DX=0.0, DY=0.0, DZ=0.0, DRX =0.0, =0.0, DRY =0.0, DRZ =0.0,),

)

Mechanical loading:

CHARGE = AFFE_CHAR_MECA (MODELE =MO,

FORCE_NODALE =_F (GROUP_NO =” CHA “, FX=0, FX=0, FZ=-100. ),

)

Assignment of the characteristics of the elements:

PLAQUE = AFFE_CARA_ELEM (MODELE =MO,

COQUE =_F (GROUP_MA =( “PLA”), EPAIS = 0.5, COQUE_NCOU = 4,),

)

5.3. Tested values and results#

Coordinated mesh QUA1

Point integration

sub-point

Reference

COOR_X

1

1

1

0.058776419

COOR_X

1

2

0.085839713

COOR_X

1

3

3

0.112903006

COOR_X

1

4

4

0.112903006

COOR_X

1

5

5

0.139966300

COOR_X

1

6

6

0.167029594

COOR_X

1

7

7

0.167029594

COOR_X

1

8

8

0.194092888

COOR_X

1

9

9

0.221156182

COOR_X

1

10

0.221156182

COOR_X

1

11

0.248219476

COOR_X

1

12

0.275282770

COOR_Y

1

1

1

0.349002918

COOR_Y

1

2

0.302127918

COOR_Y

1

3

3

0.2552529180

COOR_Y

1

4

4

0.2552529180

COOR_Y

1

5

5

0.2083779180

COOR_Y

1

6

6

0.1615029180

COOR_Y

1

7

7

0.1615029180

COOR_Y

1

8

8

0.1146279180

COOR_Y

1

9

9

0.0677529180

COOR_Y

1

10

0.0677529180

COOR_Y

1

11

0.0208779180

COOR_Y

1

12

-0.025997082

COOR_Z

1

1

1

-0.027397495

COOR_Z

1

2

2

3.852505E-03

COOR_Z

1

3

3

0.0351025050

COOR_Z

1

4

4

0.0351025050

COOR_Z

1

5

5

0.0663525050

COOR_z

1

6

6

0.0976025050

COOR_Z

1

7

7

0.0976025050

COOR_Z

1

8

8

0.1288525050

COOR_z

1

9

9

0.1601025050

COOR_Z

1

10

0.1601025050

COOR_Z

1

11

0.1913525050

COOR_Z

1

12

0.2226025050

COOR_Z

9

1

1

0.3080127020

COOR_Z

9

2

2

0.3392627020

COOR_Z

9

3

3

0.3705127020

COOR_Z

9

4

4

0.3705127020

COOR_Z

9

5

5

0.4017627020

COOR_z

9

6

6

0.4330127020

COOR_Z

9

7

7

0.4330127020

COOR_Z

9

8

8

0.4642627020

COOR_z

9

9

9

0.4955127020

COOR_Z

9

10

0.4955127020

COOR_Z

9

11

11

0.5267627020

COOR_Z

9

12

0.5580127020

Tolerance is \(1.0E-03\) for all tests.