Abstract

AbstractIt is now generally agreed that the applicability of a one‐parameter J‐based ductile fracture approach is limited to so‐called high constraint crack geometries, and that the elastic‐plastic fracture toughness J1c, is not a material constant but strongly specimen geometry constraint‐dependent. In this paper, the constraint effect on elastic‐plastic fracture toughness is investigated by use of a continuum damage mechanics approach. Based on a new local damage theory for ductile fracture(proposed by the author) which has a clear physical meaning and can describe both deformation and constraint effects on ductile fracture, a relationship is described between the conventional elastic‐plastic fracture toughness, J1c, and crack tip constraint, characterized by crack tip stress triaxiality T. Then, a new parameter Jdc (and associated criterion, Jd=Jdc) for ductile fracture is proposed. Experiments show that toughness variation with specimen geometry constraint changes can effectively be removed by use of the constraint correction procedure proposed in this paper, and that the new parameter Jdc is a material constant independent of specimen geometry (constraint). This parameter can serve as a new parameter to differentiate the elastic‐plastic fracture toughness of engineering materials, which provides a new approach for fracture assessments of structures. It is not necessary to determine which laboratory specimen matches the structural constraint; rather, any specimen geometry can be tested to measure the size‐independent fracture toughness Jdc. The potential advantage is clear and the results are very encouraging.

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