← LABS CAD FEA PLANE-STRESS FINITE ELEMENTS · PHASE 4
Model
Display
von Mises
0
MPa
Set up the model, then Solve FEA.

Results

Nodes
Elements
DOF solved
Solve time
Max deflection
Max von Mises
Yield strength
Safety factor —
Constant-strain-triangle plane-stress FEA. Left edge fully fixed; load applied at the free end. Stress is exact for the mesh; refine the mesh near concentrations (the hole) for a tighter peak — that convergence behaviour is real FEA, not an artefact.