Introduction to Elasticity/Equilibrium example 3
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[edit] Example 3
Given:
If a material is incompressible (ν = 0.5), a state of hydrostatic stress (σ11 = σ22 = σ33) produces no strain. The corresponding stress-strain relation can be written as
where p is an unknown hydrostatic pressure which will generally vary with position. Also, the condition of incompressibility requires that the dilatation
Show:
Show that the stress components and the hydrostatic pressure p must satisfy the equations
where
is the body force.
[edit] Solution
We have,
Also,
Therefore,
Since
, the above relation gives
. Therefore,
The strain-stress relations are
Differentiating the strains so that they correspond to the compatibilityrelation is two-dimensions, we have
In terms of the compatibility equation,
From the two-dimensional equilibrium equations,
Therefore, differentiating w.r.t x1 and x2 respectively,
Adding,
- 2σ12,12 + σ11,11 + σ22,22 + b1,1 + b2,2 = 0
Hence,
- σ11,11 + σ22,22 + b1,1 + b2,2 = − 2σ12,12
Substituting back into the compatibility equation,
Hence,












