Based on the energy foundation of the path-independent integral in non-linear fracture mechanics, I\* integral as the dual form of Rice's J is presented, it is also path-independent and is equivalent to J in value but it relates to the complementary energy. It is proved that, in numerical implementa
Finite element methodology for elastic-plastic fracture problems in three dimensions
โ Scribed by E. T. Moyer Jr.; H. Liebowitz
- Publisher
- John Wiley and Sons
- Year
- 1986
- Tongue
- English
- Weight
- 903 KB
- Volume
- 22
- Category
- Article
- ISSN
- 0029-5981
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