Abstract
This paper presents a method for the automatic simulation of quasi-static crack growth in 2D linear elastic bodies with existing cracks. A finite element algorithm, based on the so-called θ{symbol} method, provides the load vs. crack extension curves in the case of rectilinear crack propagation. Since the approach is both theoretically general and simple to be performed from a computational point of view, it could be extended for describing the phenomenon of crack growth in different fracture mechanics contexts.
Original language | English |
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Pages (from-to) | 1727-1738 |
Number of pages | 12 |
Journal | Engineering Fracture Mechanics |
Volume | 74 |
Issue number | 11 |
DOIs | |
Publication status | Published - 1 Jul 2007 |
MoE publication type | A1 Journal article-refereed |
Keywords
- ϑ method
- Finite element method (FEM)
- Linear elastic fracture mechanics (LEFM)
- Quasi-static crack propagation