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Boundary Conditions for plane stress

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Sergey Dukman
Sergey Dukman 2015 年 5 月 26 日
回答済み: Ravi Kumar 2018 年 4 月 18 日
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?

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Ravi Kumar
Ravi Kumar 2018 年 4 月 18 日

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

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