5. C modeling

5.1. Characteristics of modeling

The average deformation resulting from a transitory calculation is calculated on a physical basis. For the resolution of the system, a time discretization equal to \(0.1s\) is chosen.

The operator OBSERVATION is also used for the surveys of displacement fields and deformation.

5.2. Characteristics of the mesh

Knots: 1029

Meshes: 720 HEXA8

5.3. Tested sizes and results

The deformation value is tested at the nodes located at the free end of the beam at time \(t=1s\).

Identification	Reference	Aster	Tolerance
\({\varepsilon }_{\mathrm{xx}}\) in \(\mathrm{P5}\)	4.7614812131879D-09	4.7619095908375D-09	2.0%
\({\varepsilon }_{\mathrm{zz}}\) in \(\mathrm{P5}\)	-1.4284443639564D-09	-1.4285727587481D-09	2.0%
\({\varepsilon }_{\mathrm{yy}}\) in \(\mathrm{P6}\) (after rotating \(90°\))	4.7614812131879D-09	4.7619090586422D-09	2.0%
\({\varepsilon }_{\mathrm{xx}}\) in \(\mathrm{P6}\) (after rotating \(90°\))	-1.4284443639564D-09	-1.4285727564358D-09	2.0%

Tests for mixed observation:

Identification	Reference	Aster	Tolerance
\({\varepsilon }_{\mathrm{xx}}\) in \(\mathit{P5}\)	4.761481213131879E-09	4.761909069047E-09	2.0%
Displacement \(\mathit{DX}\) in \(\mathit{P5}\) (m)	4.761481212131879E-09	4.5238330203209E-09	6.0%