Abstract :
this paper two minimum principles are presented for the continuum problem with
general non-linear materials (holonomic, non-holonomic, with hardening or softening, time-dependent,
etc.). The proof of the first principle is based on the use of an elastic auxiliary problem
associated to the original non-linear one and on the interpretation of the actual inelastic strains as
unknown strains imposed on the elastic auxiliary solid. In a dual way the proof of the second
principle is given through the imposition of suitable stresses on the elastic auxiliary solid.
Classical principles of elasticity and incremental elastoplasticity are then derived from the new
principles as particular cases. Three simple illustrative examples are given