FINITE ELEMENT METHOD: AN INTRODUCTION
4 tx xnx xyny tx =σ +σ = on Γt (15) ty xynx yny ty =σ +σ = on Γt (16) where nx, nyare the components of the unit normal vector n on the boundary Γ.Γu and Γt are portions of the boundary Γ (Γ = Γu U Γt). tx, ty are specified boundary stresses or tractions, and − u, v are specified displacements.
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