Table 2 Analysis conditions for two-dimensional truss optimization.
From: Development of optimization method for truss structure by quantum annealing
Number of nodes | 12 |
Length of one truss element | \(250\,\textrm{mm}\) |
Maximum value of change of displacement | \(25\,\textrm{mm}\) |
Initial cross-sectional area | \(50\,\mathrm {mm^2}\) |
Young’s modulus | \(5\,\textrm{MPa}\) |
Load | \(10\,\mathrm N\) |
Number of binary variables used for one displacement | 16 |
Number of binary variables used for one cross-sectional area | 5 |
