A point of a material is subjected to the state of plane strainεx= 0.008,εy= - 0.004, andxy= - 0.006. Use Mohr’s circle to determine the principal strains and the maximum in-plane shear strain.
For the states of plane strain given in Problems 8.46–8.49, use Mohr’s circle to determine the principal strains, the maximum in-plane shear strain, and the orientations of the elements subjected to these strains.
Problems 8.46–8.49
8.46εx= 0.002,εy= 0.001,xy= 0.
8.49εx= 0.0024,εy= - 0.0012,xy= 0.0024.
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