Abstract
A modified line-plasticity model, involving concept of structured nonlinear zone coupled with the final stretch criterion governing the crack propagation, is used to show the effects of material strain-hardening and the redistribution of strain caused by an advancing quasi-static crack, on the essential parameters pertinent to a mathematical description of elasto-plastic fracture process including its ductile limit. The model links micro-structural and continuum aspects of ductile fracture occurring in dissipative solids equipped with an ability to strain-harden. Attention has been focused on the crack tip opening displacement ( δ_t ) and the J-integral, both associated with either stationary of quasi-static crack contained in a power-hardening material of the Ramberg–Osgood type. The ratios of δ_t and J for a stationary and moving crack are represented via closed-form solutions and then compared against the earlier numerical results of Shih (1981), based on the finite element analyses. Expressions derived here, apart from having a theoretical merit, address an issue of significant interest to the researchers involved in the field of the Experimental Fracture Mechanics.
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Omidvar, B., Wnuk, M.P. & Choroszynski, M. Relationship between the CTOD and the J-integral for stationary and growing cracks. Closed-form solutions. International Journal of Fracture 87, 331–343 (1997). https://doi.org/10.1023/A:1007498909766
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DOI: https://doi.org/10.1023/A:1007498909766