3. Modeling A#

3.1. Characteristics of modeling#

We use a AXIS model (linear elements).

_images/Object_2.svg

The discrete contact formulation is used (active stress method).

3.2. Characteristics of the mesh#

_images/Object_3.png

Number of knots: 333

Number of meshes: 510 TRIA3 and 152 SEG2

Number of nodes in contact: 20

3.3. Tested sizes and results#

The following displacement \(Y\) of the point \(K\) of the piece of paper with respect to the surface \(\mathrm{ABCDEFG}\) of the die is tested.

Identification

Reference type

Reference value

Tolerance

Point \(K\)/Point \(B\) - \(\mathrm{DY}\)

“ANALYTIQUE”

5.0000

0.1%

Point \(K\)/Point \(C\) - \(\mathrm{DY}\)

“ANALYTIQUE”

20.8250

0.1%

Point \(K\)/Point \(D\) - \(\mathrm{DY}\)

“ANALYTIQUE”

55.8800

0.2%

Point \(K\)/Point \(E\) - \(\mathrm{DY}\)

“ANALYTIQUE”

78.6900

0.1%

Point \(K\)/Point \(F\) - \(\mathrm{DY}\)

“ANALYTIQUE”

144.8950

0.1%

Point \(K\)/Point \(G\) - \(\mathrm{DY}\)

“ANALYTIQUE”

155.0960

0.1%

Checking mode RESOLUTION =” NON “:

Identification

Reference type

Reference value

Tolerance

Point \(K\)/Point \(G\) - \(\mathrm{DY}\)

“ANALYTIQUE”

155.0960

0.1%

Game \(\mathrm{LC}\)

“ANALYTIQUE”

-5.0000

0.1%

Game \(LE\)

“ANALYTIQUE”

-2.0000

0.1%

3.4. notes#

The calculation is carried out by imposing a displacement on the back side of the block \(\text{(MN)}\). The displacement is imposed as follows:

  • from

0.mm to

5.mm in 5 steps

  • from

5.mm to

20.mm in 5 steps

  • from

20.mm to

50.mm in 5 steps

  • from

50.mm to

70.mm in 5 steps

  • from

70.mm to

140.mm in 5 steps

  • from

140.mm to

155.mm in 5 steps

The calculations do not converge with the default keywords used for convergence in STAT_NON_LINE, because the default value of RESI_GLOB_RELA = 1.E-6 is too restrictive (the forces to which the piece is subjected are initially relatively weak). To overcome this problem, use the keyword RESI_GLOB_MAXI = 1.E-6.