A three-dimensional elasticity problem of a uniform bar stretched under its own weight gives the following strain

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A three-dimensional elasticity problem of a uniform bar stretched under its own weight gives the following strain field:

eij Az 0 0 Az 0 0 0 0 Bz

where A and B are constants. Integrate the strainedisplacement relations to determine the displacement components and identify all rigid-body motion terms.

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