| 1. | The shear strain can be determined in the following way .
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| 2. | Good bonds are always accompanied by surface extension, that is, plastic shear strain .
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| 3. | A similar but somewhat more involved derivation can be used to establish the shearing strains .
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| 4. | The only strain is a shear strain and the dilatation is zero, these waves are called shear waves .
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| 5. | In general, the deformation of the model grille is a combination of axial and shear strains .
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| 6. | Shear stresses and shear strains in prismatic members may be caused by either torsional moments, or by shear forces associated with flexure .
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| 7. | Critical shear strain energy theory
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| 8. | Deduction of failure criterion for geomaterials based on maximum principal shear strain
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| 9. | Critical shear strain
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| 10. | Simple shearing strain
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