Let us consider a rectangular structure of length L under strain (x-direction) is elongated by ∆L.
a) Is deflection in this case ∆L, ∆L per L or its bending?
b) If left and right edges of the rectangle are stretched outward, should I use Dirichlet Boundary condition on top and bottom edges or
Neumann Boundary condition on the botton edge.
c) I could export the mesh and solve PDE. How do I plot deflection in horizontal and vertical cuts of the structure?
Thanks in advance.
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