Micromechanics of composites/Average stress in a RVE

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Average Stress in a RVE

Let the average stress in the RVE be defined as

σ:=1VΩσ(๐ฑ)dV

where V is the volume of Ω.

We would like to find out the relation between the average stress in a RVE and the applied tractions on the boundary of the RVE. To do that, recall the relation (see Appendix)

Ω๐ฏ(๐‘บT๐ง)dA=Ω[๐ฏ๐‘บ+๐ฏ(๐‘บT)]dV.

If we choose ๐ฏ such that ๐ฏ=1, we have

Ω๐ฏ(๐‘บT๐ง)dA=Ω[1๐‘บ+๐ฏ(๐‘บT)]dV=Ω๐‘บdV+Ω๐ฏ(๐‘บT)dV.

Therefore,

Ω๐‘บdV=Ω๐ฏ(๐‘บT)dV+Ω๐ฏ(๐‘บT๐ง)dA.

If we choose ๐‘บ to be the stress tensor σ, and involve the symmetry of the stress tensor, we get

ΩσdV=Ω๐ฏ(σ)dV+Ω๐ฏ(σ๐ง)dA.

Now, the divergence of the stress is zero (from the conservation of linear momentum). Therefore,

ΩσdV=Ω๐ฏ(σ๐ง)dA.

Using the traction boundary condition, we have

ΩσdV=Ω๐ฏ๐ญยฏdA.

Now ๐ฏ=1 if ๐ฏ=๐ฑ. Therefore, we have

ΩσdV=Ω๐ฑ๐ญยฏdA.

Hence the average stress is given by

σ:=1VΩ๐ฑ๐ญยฏdA.

This implies that the average stress is completely determined by the applied tractions!

Symmetry of the average stress and the effect of rigid body translation

Let us now assume that the applied tractions are self equilibrating. Then the resultant forces and moments due to the applied tractions vanish and we have

Ω๐ญยฏdA=๐ŸŽandΩ๐ฑ×๐ญยฏdA=๐ŸŽ.

From the moment balance equation above we can show that (see Appendix)

Ω๐ฑ๐ญยฏdA=Ω๐ญยฏ๐ฑdA.

Therefore the average stress tensor σ is symmetric if the applied tractions are self equilibrated.

Now, if we translate the body by a constant amount ๐ฎ0 (rigid body translation), we get

σยฏ=1VΩ(๐ฑ+๐ฎ0)๐ญยฏdA=1VΩ[๐ฑ๐ญยฏ+๐ฎ0๐ญยฏ]dA.

or

σยฏ=1V[Ω๐ฑ๐ญยฏdA+๐ฎ0Ω๐ญยฏdA]=σ

Therefore, the average stress is not affected by a rigid body translation only if the applied tractions are self equilibrated.

We can conclude that the average stress σ is an acceptable measure of stress in a RVE if the applied tractions are self equilibrated.


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