61.5. Boundary Conditions and Loading

Boundary B is fixed. Boundary A is pushed toward B by 6.00 mm, then pulled back quasi-statically. The displacement at boundary A is applied in two steps. In the first step, UZ is ramped from 0 to -6 mm; in the second step, UZ is ramped back from -6 to 0 mm.

Figure 61.2: Boundary Conditions and Loading

Boundary Conditions and Loading