Abstract
The entire history of crack propagation in high-strength steel with dilatation-sensitivity is investigated in this work. Based on the experimentally determined stress-strain curves varying in the strain history according to the mean stress level, a central cracked panel made of unaged maraging steel subject to a remote tension is considered in the analysis. Due to tremendous amount of hydrostatic stress established in the vicinity of the crack tip, the effect of mean stress is accounted for in the onset for plastic flow. The J 2−I 1 non-associate flow rule is incorporated in the incremental analysis employing the isoparametric finite element method with displacement formulation. When the stage of global instability is approached, the possible formation of a secondary crack in front of the primary crack is demonstrated by the use of strain energy density criterion. Also, the size effect on the crack resistance curve is established at the end for the unaged maraging steel.
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