31.7. Boundary Conditions and Loading

A spatially varying pressure load that varies with time is applied to the top edge in a single step. The applied load and boundary conditions are summarized in the table and figure below.

Table 31.1: Load and Boundary Conditions

Load Boundary Conditions
Spatially varying Pressure load P applied in Y direction to top edge of plate varies with time t by the following equation:

P = 4.3e3+21e3*sin(time)

Frictionless Support is applied to left and bottom edges that touch the notch