Material constitutive law for large strains and strain rates

This note comments on a strain rate pattern found in tensile tests. This st rain rate pattern readily suggests that the Cowper-Symonds equation relatin g the static and dynamic dow stresses with the strain rate is not valid for a broad range of strains unless its coefficients change. A modification of the Cowper-Symonds equation is proposed, and good prediction of the dynami c flow stress at any strain and strain rate level was obtained.