Abstract
The variations of the amplitude of the stress field, the triaxiality of stress and the crack tip opening displacement against the triaxial stress constraint T= are analysed in detail based on the work of Part I and Part II of this study. The concrete form of T= in front of a through-thickness crack in contained yielding is proposed and the actual distribution of stresses in the front of elastic-plastic through-thickness cracks is predicted. Good agreement with finite element results confirms the analytical findings. Furthermore, an elastic-plastic fracture criterion, including the effect of crack tip blunting on the parameter characterizing fracture, has been developed and proven to be a material constant independent of plate thickness for a given material state. Both ductile and mixed ductile-brttile fracture have been discussed.
| Original language | English |
|---|---|
| Pages (from-to) | 51-71 |
| Number of pages | 21 |
| Journal | Engineering Fracture Mechanics |
| Volume | 51 |
| Issue number | 1 |
| DOIs | |
| State | Published - May 1995 |