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Traction boundary condition: Linear Elasticity
Posted 16.03.2023, 09:43 GMT-4 2 Replies
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Hi,
An I-section beam (h=0.01,w=0.008,l=0.125,th=tb=5e-4; all dim in m) is simulated for deformation and cauchy stresses for linear elasticity. The body load is 1 N at the open end. The length of the beam is oriented along y-axis, width along x-axis and height along z-axis. The simulation provided me the x,y,z coordinates and the 6 cauchy stresses. When i analyse the output in python against neumann (traction) boundary condition, i found a discrepancy that i could not explain.
According to the equations, at the open end the traction boundary condition is
Since the load is acting along the negative z-axis downwards, , where f = -1 N and sa is the surface area calculated using
Thus plugging in this into the equation where n = [0,1,0], one should expect
(on the boundary points at y = L),
which i did not find. Am i checking the boundary conditions wrong? Attached are the exported comsol text file and the python code to test.
Thank you very much