In this example of a mast are
nodes
,
,
measured in meter and
potential bars between every two not fixed nodes with a maximal distance of
— long bars which are located alongside several shorter bars are ignored. The supports are in the nodes
,
which are fixed in every direction. In the node
acts a force of
in the negative
-direction.
The main problem is implemented as a script. The other scripts are linked by the pictures.
For a perturbation of
in every direction of the force, and scaling to obtain the same maximal quantities as in the unperturbed case, our robust optimization method produces the robust optimal solution.
| optimal | robust | |
| volume: | 1.4000e-03 | 3.4975e-03 |
Comparison of the volumes for different redundancies:
| redundancy | ![]() |
![]() |
![]() |
![]() |
| volume: | 2.3000e-03 | 3.0000e-03 | 3.0000e-03 | 4.6000e-03 |
Comparison of the volumes for different redundancies and robustness:
| redundancy | ![]() |
![]() |
| volume: | 8.0805e-03 | 8.0805e-03 |