Boundary Conditions for plane stress

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Sergey Dukman
Sergey Dukman il 26 Mag 2015
Risposto: Ravi Kumar il 18 Apr 2018
I do not fully understand how to implement boundary conditions to solve my PDE (Plane stress).
Can somebody explain me how I can use BC properly?
Problem: clamped beam (boundary condition: Dirichlet) with outward load of 100 N/m. The rest of beam has Neumann as boundary condition. What do coefficients means in both conditions?

Risposte (1)

Ravi Kumar
Ravi Kumar il 18 Apr 2018

Refer to the plate with a hole example, which shown how to apply structural loads without referring to coefficients.

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