2. Benchmark solution#
2.1. Calculation method used for the reference solution#
The reference solution was established by the VPCS commission.
For the moment, we refer to results communicated by J.P. LAINE (Ecole Centrale de Lyon) using the ANSYS code, as well as the CEA code PLEXUS.
The solution is calculated for analysis in small movements.
2.2. Benchmark results#
Value of the transverse movements of the end of the beam at various times (\(\mathrm{DY}\)).
2.3. Uncertainty about the solution#
Average of the results of different codes.
2.4. Bibliographical references#
J.P. LAINE “Structural dynamics course” (TP) Ecole Centrale Lyon.