2. Benchmark solution#

2.1. Calculation method#

We do not have an exact analytical solution for this problem. The reference solutions are taken from the literature (cf. 1, p.262). They are numerical solutions obtained by finite element calculations.

_images/1000020100000449000003D5245B1806E3E0CCD8.png _images/100000000000044A000003DC776B3C7FE3112D6B.png

Figure 2.1-a: Reference curves for the laws of Saint Venant Kirchhoff (on the left) and Neo-Hookaean (on the right).

2.2. Reference quantities and results#

For the law of Saint Venant Kirchhoff, we test the vertical displacement at point O at the final moment. The displacement is obtained on the left curve in FIG. 2.1-a:

Size

Identification

Law of Behavior

Reference Solution

Displacement

Instant 1.0 - Point \(O\) - \(\mathit{DZ}\)

Saint Venant Kirchhoff

2448 \(\mathit{mm}\)

For the Neo-Hookean law of behavior, the pressures are interpolated at each moment of calculation on the right curve in Figure 2.1-a:

Size

Identification

Law of Behavior

Reference Solution

Pressure

Instant 0.1 - \(\mathit{ETA}\text{\_}\mathit{PILO}\)

Neo-Hookean

109.55 \(N/{m}^{2}\)

Pressure

Instant 0.2 - \(\mathit{ETA}\text{\_}\mathit{PILO}\)

Neo-Hookean

531.73 \(N/{m}^{2}\)

Pressure

Instant 0.3 - \(\mathit{ETA}\text{\_}\mathit{PILO}\)

Neo-Hookean

995.8 \(N/{m}^{2}\)

Pressure

Instant 0.4 - \(\mathit{ETA}\text{\_}\mathit{PILO}\)

Neo-Hookean

1276.2 \(N/{m}^{2}\)

Pressure

Instant 0.5 - \(\mathit{ETA}\text{\_}\mathit{PILO}\)

Neo-Hookean

1366.9 \(N/{m}^{2}\)

Pressure

Instant 0.6 - \(\mathit{ETA}\text{\_}\mathit{PILO}\)

Neo-Hookean

1344.7 \(N/{m}^{2}\)

Pressure

Instant 0.7 - \(\mathit{ETA}\text{\_}\mathit{PILO}\)

Neo-Hookean

1280.6 \(N/{m}^{2}\)

Pressure

Instant 0.8 - \(\mathit{ETA}\text{\_}\mathit{PILO}\)

Neo-Hookean

1203.0 \(N/{m}^{2}\)

Pressure

Instant 0.9 - \(\mathit{ETA}\text{\_}\mathit{PILO}\)

Neo-Hookean

1124.4 \(N/{m}^{2}\)

Pressure

Instant 1.0 - \(\mathit{ETA}\text{\_}\mathit{PILO}\)

Neo-Hookean

1049.0 \(N/{m}^{2}\)

2.3. Uncertainties about the solution#

The reference solution is digital. The reference mesh is composed of 196 elements of type QUAD8.

_images/10000000000002240000021DA47FECB600C84D41.png

Figure 2.3-a: Reference solution mesh.

Some differences in the solutions obtained can be explained by differences in meshes. In addition, the values were recorded using the G3Data Graph Analyzer software on a scan of a graph contained in the reference book. Uncertainty is therefore directly linked to the quality and precision of printing the book, as well as to the precision of the scores made.

2.4. Bibliographical references#

    1. LE VAN: Shells and membranes, the foundation of the nonlinear approach. Technosup (2014).