yea. at 2D model
end load: 2000N, L=200mm, h=20mm, w=25mm, E=209E3 N/mm, v=0.3,
Abaqus: ~ -1.543
Euler-B: PL^3 / 3EI = -1.531
Timoshenko: EB + PLh^2 / 2GI = -1.591
EB < Abaqus < Timo
I thought Abaqus uses one of them and should therefore be much closer / the same.
any explainations to that?
Dear all,
I'm a little confused about the beam modelling when using Abaqus.
I'm trying to create a simple point load model on a cantilever beam. Initially i created it 2D model (or 1D?). Set up BC and apply load at free end. (see attached)...
