Abstract
An exact solution of the Prandtl-Reuss equation for Prager's kinematic hardening model is described in the paper. As compared with numerical integration methods, the method described permits stress calculations to be made quickly and accurately in the case of solution of time-independent elastic-plastic problems using the finite element method. The FORTRAN code for the case of plane stress and plane strain as well as for axisymmetrical problems is given.
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