- #1
feynman1
- 435
- 29
For a 2D problem with unknown displacements u(x,y) and v(x,y), is it allowed to give such a set of BCs u(0,y)=1 and vy(0,y)=0, the former being a displacement BC, the latter being a force BC (vy is the y strain)?
How is this implemented in FEA software?
How is this implemented in FEA software?