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Micromechanics of composites/Average strain in a RVE

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Average Strain in a RVE

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The average strain tensor is defined as

โŸจ๐œบโŸฉ:=12(โŸจโˆ‡๐ฎโŸฉ+โŸจโˆ‡๐ฎโŸฉT)

where the average displacement gradient is

โŸจโˆ‡๐ฎโŸฉ=1Vโˆซฮฉโˆ‡๐ฎdV.

We would like to find the relation between the average strain in a RVE and the applied displacements at the boundary of the RVE. To do that, recall the relation (see Appendix)

โˆซฮฉโˆ‡๐ฏdV=โˆซโˆ‚ฮฉ๐ฏโŠ—๐งdA

where ๐ฏ is a vector field on ฮฉ and ๐ง is the normal to โˆ‚ฮฉ. Using this relation, we get

โŸจโˆ‡๐ฎโŸฉ=1Vโˆซโˆ‚ฮฉ๐ฎโŠ—๐งdA.

Hence,

โŸจโˆ‡๐ฎโŸฉT=1Vโˆซโˆ‚ฮฉ๐งโŠ—๐ฎdA.

Plugging these into the definition of average strain, we get

โŸจ๐œบโŸฉ:=12Vโˆซโˆ‚ฮฉ(๐ฎโŠ—๐ง+๐งโŠ—๐ฎ)dA.

This implies that the average strain is completely defined in terms of the applied displacements at the boundary! Also, the average strain tensor is symmetric by virtue of its definition.

We can define the average rotation tensor (which represents an infinitesimal rotation) in an analogous manner. The rotation tensor is given by

๐Ž=12(โˆ‡๐ฎโˆ’โˆ‡๐ฎT).

Therefore, the average rotation can be defined as

โŸจ๐ŽโŸฉ:=12(โŸจโˆ‡๐ฎโŸฉโˆ’โŸจโˆ‡๐ฎโŸฉT).

In terms of the applied boundary displacements,

โŸจ๐ŽโŸฉ=12Vโˆซโˆ‚ฮฉ(๐ฎโŠ—๐งโˆ’๐งโŠ—๐ฎ)dA.

The effect of rigid body motions on the average strain

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Let us consider a rigid body displacement given by (see Appendix)

๐ฎ(๐ฑ)=๐œ+๐Žโ‹…๐ฑ

where ๐œ is a constant translation and ๐Ž is a second-order skew symmetric tensor representing an infinitesimal rotation. Then,

โŸจโˆ‡๐ฎโŸฉ=1Vโˆซโˆ‚ฮฉ๐ฎโŠ—๐งdA=1Vโˆซโˆ‚ฮฉ(๐œ+๐Žโ‹…๐ฑ)โŠ—๐งdA=1Vโˆซโˆ‚ฮฉ๐œโŠ—๐งdA+1Vโˆซโˆ‚ฮฉ(๐Žโ‹…๐ฑ)โŠ—๐งdA.

Recall that

(๐‘จโ‹…๐›)โŠ—๐œ=๐‘จโ‹…(๐›โŠ—๐œ)

where ๐‘จ is a second-order tensor and ๐› and ๐œ are vectors. Therefore,

โŸจโˆ‡๐ฎโŸฉ=๐œโŠ—(1Vโˆซโˆ‚ฮฉ๐งdA)+๐Žโ‹…(1Vโˆซโˆ‚ฮฉ๐ฑโŠ—๐งdA).

From the divergence theorem,

โˆซฮฉโˆ‡โˆ™๐‘จdV=โˆซโˆ‚ฮฉ๐‘จโ‹…๐งdA

where ๐‘จ is a second-order tensor field and ๐ง is the unit outward normal vector to โˆ‚ฮฉ. Hence,

โˆซโˆ‚ฮฉ๐งdA=โˆซโˆ‚ฮฉ1โ‹…๐งdA=โˆซฮฉโˆ‡โˆ™1dV=๐ŸŽ.

We also have (see appendix),

โˆซฮฉโˆ‡๐ฏdV=โˆซโˆ‚ฮฉ๐ฏโŠ—๐งdA

where ๐ฏ is a vector and ๐ง is the unit outward normal to โˆ‚ฮฉ. Therefore,

โˆซโˆ‚ฮฉ๐ฑโŠ—๐งdA=โˆซฮฉโˆ‡๐ฑdV=โˆซฮฉ1dV=V1.

We then have

โŸจโˆ‡๐ฎโŸฉ=๐œโŠ—๐ŸŽ+๐Žโ‹…1=๐Ž.

Since ๐Ž is a skew-symmetric second-order tensor we have

๐Ž=โˆ’๐ŽT.

Therefore,

โŸจ๐œบโŸฉ=12(โŸจโˆ‡๐ฎโŸฉ+โŸจโˆ‡๐ฎโŸฉT)=12(๐Ž+๐ŽT)=๐ŸŽ.

Hence, the average strain is not affected by rigid body motions. However, for simplicity, we assume that the displacement field in a RVE does not contain any rigid body motions.