Steady-state and quasi-static rectilinear crack propagation is analyze
d in porous elastoplastic solids obeying the Gurson yield condition an
d flow-law. Both plane strain and plane stress conditions are consider
ed under Mode I and Mode II loading conditions. The asymptotic crack-t
ip fields are obtained with reference to the incremental small strain
theory in the case of linear isotropic hardening behavior of the matri
x material. The porosity of the material is assumed constant, therefor
e the elastoplastic constitutive operator results in being self-adjoin
t. Elastic unloading and plastic reloading on crack flanks are taken i
nto account.