On two stress concentration problems in plane-stress anisotropic plasticity (original) (raw)

On two stress concentration problems in plane-stress anisotropic plasticity

International Journal of Solids and Structures, 1987

Abstract

... 0. For an elastic linearhardening solid we have the stressstrain characteristic Ep = N(i iy) (14) where N=i11 "=1' (15) TI Ci Ci and ET is the tangent modulus. Combining eqn (13) with eqn (14) we find that eqns (9) and (10) become ,=(!+ Ns2) (v + Ns Is + 5Sy (16) fiZ.+NNEy. (17) ? ...

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