2. Benchmark solution

2.1. Benchmark results

Displacement of the points where nodal forces are applied.

Load case 1, \(\mathit{DZ}=-\mathrm{1,387}\mathit{inches}\) and load case 2, \(\mathit{DX}=\mathrm{0,343}\mathit{inches}\).

2.2. Uncertainty about the solution

Non-regression solution on element MIXED in [bib2]

2.3. Bibliographical references

[1] R.H. MacNeal and R.L. Harder, A proposed standard set of problems to test finite element accuracy, in: Proceedings of AIAA Conference on Structures and Structural Dynamics, Palm Springs, CA, 1984.

[2] Simo JC, Fox DD, Rifai MS.*We have stress resulting geometrically exact shell model Part 2: the linear theory, computational aspects*. Computer Methods in Applied Mechanics and Engineering 1989; 73:53 —92.