2. Reference solutions

2.1. Modeling A

2.1.1. Loads

The load is a move imposed on node \(\mathrm{PT}1\). Node \(\mathrm{PT}2\) is stuck.

Instant	Movement [m]
0.0	0.00
1.0	0.08
2.0	0.20
3.0	0.58
3.5	0.08
5.0	1.00
8.0	0.20
10.0	1.50

2.1.2. Benchmark results

The displacement is imposed by the load. The verification is done by comparing the discrete response with respect to the curves given in the material parameters.

2.1.3. Uncertainty about the solution

Graphical comparison between the response and the material data.

2.2. B modeling

2.2.1. Loads

The load is a displacement imposed on node \(\mathrm{PT}1\), it is the same as that of modeling \(A\). Node \(\mathrm{PT}2\) is stuck.

2.2.2. Benchmark results

The displacement is imposed by the load. The verification is done by comparing the discrete response with respect to the curves given in the material parameters.

2.2.3. Uncertainty about the solution

Graphical comparison between the response and the material data.