Influence of hydrostatic stress on failure of axisymmetric notched specimens

Abstract To investigate the role of the hydrostatic stress on failure, some static and dynamic tensile tests on mild steel axisymmetric notched specimens are described in this paper. Finite–Element results and experimental data indicate that the failure site, for specimens having a small notch radius, occurs in regions of low triaxiality. Comparisons are made between Finite–Element and Bridgman analyses. The influence of some material parameters on the triaxiality levels is explored.

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