On curved crack paths in finite strain fracture mechanics
Source abstract
Abstract
A criterion is derived to predict crack trajectories in two dimensional components, which is valid for finite strain fracture mechanics. First a relation between the curvature in mixed-mode crack propagation and the corresponding configurational forces is derived, based on the principle of maximum dissipation. With the help of this, a numerical scheme is presented which is based on a predictor-corrector method using the configurational forces acting on the crack together with their derivatives along real and test paths. With the help of this scheme it is possible to take bigger than usual propagation steps, represented by splines. Essential for this approach is the correct numerical determination of the configurational forces acting on the crack tip. The methods used by other authors are shortly reviewed and an approach valid for arbitrary non-homogenous and non-linear materials with mixed-mode cracks is presented. Numerical examples show, that the method is able to predict the crack paths in components with holes, stiffeners etc. with good accuracy.
Source: expertdata · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Fatigue and fracture mechanics · Numerical methods in engineering · High-Velocity Impact and Material Behavior
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (13)
Show source-provided references
1. Bittencourt TN, Wawrzynek PA, Ingraffea AR, Sousa JL (1996) Quasi-automatic simulation of crack propagation for 2D LEFM problems. Eng Fract Mech 55: 321–33410.1016/0013-7944(95)00247-2 ↗
2. Denzer R, Barth FJ, Steinmann P (2003) Studies in elastic fracture mechanics based on the material force method. Int J Num Meth Eng 58: 1817–183510.1002/nme.834 ↗
3. Goldstein RV, Salganik RL (1974) Brittle fracture of solids with arbitrary cracks. Int J Fract 10(4): 507–52310.1007/BF00155254 ↗
4. Le KC, Schütte H, Stumpf H (1999) Determination of the driving force acting on a kinked crack. Arch Appl Mech 69: 337–34410.1007/s004190050224 ↗
5. Mahnken R (2007) Material forces for crack analysis of functionally graded materials in adaptively refined FE-meshes. Int J Fract 147: 269–28310.1007/s10704-008-9175-9 ↗
6. Maugin GA (1993) Material inhomogeneities in elasticity. Chapman and Hall, London10.1007/978-1-4899-4481-8 ↗
7. Miehe C, Grses E, Birkle M (2007) A computational framework of configurational-force-driven brittle fracture based on incremental energy minimization. Int J Fract 145: 245–25910.1007/s10704-007-9078-1 ↗
8. Schütte H (2009) Curved crack propagation based on configurational forces. Comput Mater Sci 46(3): 642–64610.1016/j.commatsci.2009.02.009 ↗
9. Simha NK, Fischer FD, Shan GX, Chen CR, Kolednik O (2008) J-integral and crack driving force in elastic-plastic materials. J Mech Phys Solids 56: 2876–289510.1016/j.jmps.2008.04.003 ↗
10. Steinmann P, Ackermann D, Barth FJ (2001) Application of material forces to hyperelastic fracture mechanics. II. Computational setting. Int J Solids Struct 38: 5509–552610.1016/S0020-7683(00)00381-4 ↗
11. Sumi Y, Yang C, Hayashi S (1996) Morphological aspects of fatigue crack propagation, part I. Computational procedure. Int J Fract 82: 205–22010.1007/BF00013158 ↗
12. Verron E, Andriyana A (2008) Definition of a new predictor for multiaxial fatigue crack nucleation in rubber. J Mech Phys Solids 56(2): 417–44310.1016/j.jmps.2007.05.019 ↗
13. Williams M (1957) On the stress distribution at the base of a stationary crack. J Appl Mech 24: 109–11410.1115/1.4011454 ↗