Invert the plane strain form of Hookes law (7.1.3) and express the strains in terms of the

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Invert the plane strain form of Hooke’s law (7.1.3) and express the strains in terms of the stresses as:

ex ey v = 1 + ((1 - v)ox - vy] E exy 1+v E -[(1 - v)oy - vox] 1 + v E -Txy

Equation 7.13

= dextey) + 2me. Gy = alext ey) + 2..  = dext ey) = v(6x + Gy) Txy  = 2Mexy, tx = ty = 0

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