2. Benchmark solution

2.1. Method used to calculate the reference solution

The reference solution was obtained by instrumentation during tests on a reproduction of console MEKELEC [1]. The ruin load is that for which a very significant displacement of the point of application of the force occurs without it being possible to reach a state of equilibrium (non-quasi-static evolution of the structure).

In all cases, the structure has been fully unloaded at 40% and 80% of the design load to prevent the gaps in the assemblies from disturbing the ruin load.

2.2. Benchmark results

The ruin loads determined during the tests are presented for each of the load cases:

Load case	Ruin load (\(\mathit{kN}\))	Associated mode
\(\mathit{C1}\)	49.9	Console Nose Lamination
\(\mathit{C2}\)	32.4	Upper limb buckling
\(\mathit{C3}\)	16.2	Console Nose Lamination

2.3. Uncertainty about the solution

Experimental results.

2.4. Bibliographical references

1. PENSERINI P.: « Results of console MEKELEC tests from 1991 to 1993 », Note EDF DER, HM-77/93/262, 1993.

2. PENSERINI P.: « Simulation of the behavior of the MEKELEC console by the Code_Aster », Note EDF DER, HM-77/94/407, 1994.

3. PENSERINI P.: « Tests to investigate the behavior of the Mékélec test structure of the P4T tower console type », Technical Document EDF DER, HM-72/5917, 1991.