Sommario
Viene presentato uno studio agli elementi finiti con un approccio allo strato limite del caricamento monotono seconda il Modo I di una fessura stazionaria in condizioni di stato di tensione piana e plasticità contenuta. Viene esaminata in particolare l'influenza che la componente tensionale elastica trasversale nonsingolare (i.e. T-stress) delle condizioni al contorno ha sullo stato di sollecitazione elasto-plastica all'apice della fessura. Si osserva che questo parametro dello stato di biassialità all'apice di fessure controlla sia l'estensione della zona plastica che lo stato deformativo al suo interno. Le soluzioni numeriche vengono inoltre impiegate per simulare sistemi di frange moirè interferometriche fornendo così un utile strumento di confronto con precedenti risultati sperimentali.
Summary
A plane stress, finite element analysis of the monotonic loading of a Mode I stationary crack under small scale yielding using a boundary layer approach is presented. A small-strain,J 2 plasticity theory is used in conjunction with a linear hardening material model. The effects due to the inclusion of the non-singular elastic T-stress in the asymptotic boundary conditions on the elastic-plastic fields near the tip are investigated. This parameter, which accounts for the inherent biaxial stress state at a crack tip, is found to control extension and state of deformation of the plastic zone. The full-field numerical solutions are also used to simulate moirè interferometric fringe patterns in order to assess earlier detailed experimental observations.
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Portions of this paper are included in the Proceedings of 9.th Congress of AIMETA, Bari, 1988.
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Nicoletto, G. Biaxial stress effects on the elastic-plastic crack-tip displacement fields. Meccanica 25, 99–106 (1990). https://doi.org/10.1007/BF01566209
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DOI: https://doi.org/10.1007/BF01566209