6. D modeling#

6.1. Characteristics of modeling#

This is a 3D model using quadratic XFEM elements. The column on which the modeling is performed is divided into 5 HEXA20. The interface is unmeshed and cuts the column in \(Z={L}_{d}=\frac{\mathit{LZ}}{2}\). The interface is thus in accordance with the middle nodes of the central element. We have 3 XFEM elements and 2 classic elements.

6.2. Characteristics of the mesh#

The mesh is identical to that of the c-modeling except that it is quadratic. It is composed of 5 HEXA20.

6.3. Tested sizes and results#

The results (resolution with STAT_NON_LINE) are summarized in the table below for the \(z\) direction. We are testing the following \(z\) movement of the interface nodes.

Quantities tested

Reference type

Reference value

Tolerance (%)

DZ (below) MIN

“ANALYTIQUE”

-2.5E-02

0.001

DZ (above) MAX

“ANALYTIQUE”

2.5E-02

0.001

We also test the displacement along \(x\) of two interface nodes located on the face [BCFG] and respectively on the lower and upper lip of the crack.

Quantities tested

Reference type

Reference value

Tolerance (%)

DX (underside [BCFG])

“ANALYTIQUE”

6.25E-02

0.001

DX (above face [BCFG])

“ANALYTIQUE”

-6.25E-02

0.001

The displacement field is presented in the direction \(z\) (Figure) and \(x\) (Figure).

Figure 6.3-a : Field of movement by direction (Oz)

_images/100000000000047C000002F64561963E75D0B5EB.png

Figure 6.3-b : Field of movement according to direction (Ox)

_images/100000000000047C000002F6A18396A2F62E2FA2.png