Module 4 Boundary value problems in linear elasticity
and then replacing the strains in terms of the displacements using the stress-strain relations, Equations (4.2): C ijklu k;l;j + f i= 0 (4.10) These are the so-called Navier equations. Once the displacement eld is found, the strains follow from equation (4.2), and the stresses from equation (4.4). Concept Question 4.2.1. Navier’s equations.
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