Abstract
The Tε* integral was calculated numerically along an extending, tunneling crack front in an 8 mm thick, aluminum three-point bend (3PB) specimen, using a numerical model driven by experimentally obtained surface displacements. The model provided input to a contour integration for the Tε* integral, via the Equivalent Domain Integral (EDI) method with incremental plasticity. Validity of the analysis was ensured by the agreement of the Tε* integral obtained on the surface (plane stress) and the plane stress values from previous studies. Tε* was observed to decrease from the outer surface of the specimen to the more constrained mid-plane. This difference became more pronounced as the crack grew.
Original language | English |
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Pages (from-to) | 17-29 |
Number of pages | 13 |
Journal | CMES - Computer Modeling in Engineering and Sciences |
Volume | 6 |
Issue number | 1 |
State | Published - Jul 2004 |
Keywords
- 3-D fracture
- CTOA
- Crack tunneling
- Stable crack growth
- Tε* integral