5. C modeling#

5.1. Characteristics of modeling#

3D volume modeling is used for concrete and a grid_excenter model is used for reinforcements whose support meshes are triangles with three nodes.

5.2. Characteristics of the mesh#

_images/10000200000001AE00000155820DEC754A4E3A5D.png

Number of knots: 8

Number of meshes:

  • 1 hexa8 mesh for concrete

  • 2 tria3 meshes for the reinforcement layers (\(\mathit{N05}\mathrm{-}\mathit{N02}\mathrm{-}\mathit{N08}\) and \(\mathit{N08}\mathrm{-}\mathit{N02}\mathrm{-}\mathit{n03}\))

Two grille_excenter models are defined for the reinforcements (one in the local \(X\) direction, one in the local \(Y\) direction)

In addition to the boundary conditions described in §1.4, conditions \(\mathrm{DRX}=0\), \(\mathrm{DRY}=0\), \(\mathrm{DRZ}=0\) are added

at nodes N02-N03- NO5 -N08.

5.3. Tested sizes and results#

Instant

Field

Component

Component

Reference

Tolerance

1

DEPL

DZ

node: \(\mathit{NO5}\)

-7.06E-01

0.10%

1

DEPL

DZ

node: \(\mathit{NO6}\)

-4.81E-01

0.10%

1

FORC_NODA

DX

node: \(\mathit{NO1}\)

-6.35E+09

0.10%

1

FORC_NODA

DY

node: \(\mathit{NO1}\)

-6.07E+09

0.10%

1

FORC_NODA

DZ

node: \(\mathit{NO1}\)

5.72E+08

0.10%

1

SIEF_ELGA

SIXX

mesh: \(\mathit{MA1}\), stitch:, stitch:1

2.94E+10

0.10%

1

SIEF_ELGA

SIXX

mesh: \(\mathit{MA3}\), stitch:, stitch:1

2.41E+10

0.10%

1

SIEF_ELGA

SIZZ

mesh: \(\mathit{MA3}\), stitch:, stitch:1

-3.52E+09

0.10%

1

SIEF_ELGA

SIXZ

mesh: \(\mathit{MA3}\), stitch:, stitch:1

3.96E+08

0.10%

Instant

Field

Component

Component

Reference

Tolerance

2

DEPL

DZ

node: \(\mathit{NO5}\)

-1.41E+00

0.10%

2

DEPL

DZ

node: \(\mathit{NO6}\)

-9.63E-01

0.10%

2

FORC_NODA

DX

node: \(\mathit{NO1}\)

-1.27E+10

0.10%

2

FORC_NODA

DY

node: \(\mathit{NO1}\)

-1.21E+10

0.10%

2

FORC_NODA

DZ

node: \(\mathit{NO1}\)

1.14E+09

0.10%

2

SIEF_ELGA

SIXX

mesh: \(\mathit{MA1}\), stitch:, stitch:1

5.88E+10

0.10%

2

SIEF_ELGA

SIXX

mesh: \(\mathit{MA3}\), stitch:, stitch:1

4.82E+10

0.10%

2

SIEF_ELGA

SIZZ

mesh: \(\mathit{MA3}\), stitch:, stitch:1

-7.04E+09

0.10%

2

SIEF_ELGA

SIXZ

mesh: \(\mathit{MA3}\), stitch:, stitch:1

7.91E+08

0.10%

2

VARI_ELGA

V1

mesh: \(\mathit{BMA1}\), stitch:, stitch:1

9.00E-01

0.10%

Instant

Field

Component

Component

Reference

Tolerance

10

DEPL

DZ

node: \(\mathit{NO5}\)

-6.50E+00

0.10%

10

DEPL

DZ

node: \(\mathit{NO6}\)

-4.86E+00

0.10%

10

FORC_NODA

DX

node: \(\mathit{NO1}\)

-6.33E+10

0.10%

10

FORC_NODA

DY

node: \(\mathit{NO1}\)

-6.12E+10

0.10%

10

FORC_NODA

DZ

node: \(\mathit{NO1}\)

4.18E+09

0.10%

10

SIEF_ELGA

SIXX

mesh: \(\mathit{MA1}\), stitch:, stitch:1

2.15E+11

0.10%

10

SIEF_ELGA

SIXX

mesh: \(\mathit{MA3}\), stitch:, stitch:1

2.44E+11

0.10%

10

SIEF_ELGA

SIZZ

mesh: \(\mathit{MA3}\), stitch:, stitch:1

-2.57E+10

0.10%

10

SIEF_ELGA

SIXZ

mesh: \(\mathit{MA3}\), stitch:, stitch:1

2.89E+09

0.10%

10

VARI_ELGA

V1

mesh: \(\mathit{BMA1}\), stitch:, stitch:1

8.10E+00

0.10%

10

VARI_ELGA

V1

mesh: \(\mathit{MA1}\), stitch:, stitch:1

6.73E-01

0.10%

Elastic calculation

Instant

Field

Component

Component

Reference

Tolerance

1

DEPL

DZ

node: \(\mathit{NO5}\)

-7.06E-01

0.10%

1

DEPL

DZ

node: \(\mathit{NO6}\)

-4.81E-01

0.10%

1

FORC_NODA

DX

node: \(\mathit{NO1}\)

-6.35E+09

0.10%

1

FORC_NODA

DY

node: \(\mathit{NO1}\)

-6.07E+09

0.10%

1

FORC_NODA

DZ

node: \(\mathit{NO1}\)

5.72E+08

0.10%

1

SIEF_ELGA

SIXX

mesh: \(\mathit{MA1}\), stitch:, stitch:1

2.94E+10

0.10%

1

SIEF_ELGA

SIXX

mesh: \(\mathit{MA3}\), stitch:, stitch:1

2.41E+10

0.10%

1

SIEF_ELGA

SIZZ

mesh: \(\mathit{MA3}\), stitch:, stitch:1

-3.52E+09

0.10%

1

SIEF_ELGA

SIXZ

mesh: \(\mathit{MA3}\), stitch:, stitch:1

3.96E+08

0.10%