While the mathematics community has mostly focused on rate-independent (quasi-static) models for fracture, many engineering and industrial application involve dynamic effects. In collaboration with Christopher J. Larsen, Christoph Ortner, and Endre Süli, (Bourdin, Larsen, & Richardson, 2011), (Larsen, Ortner, & Süli, 2010), I have extended phase-field models of fracture to the dynamic setting, and developed the staggered scheme later used in (Borden, Verhoosel, Scott, Hughes, & Landis, 2012), (missing reference):
Numerical simulation of an antiplane shear fracture experiment. At high enough loading rates, cracks branch and kink, as expected.
- Bourdin, B., Larsen, C. J., & Richardson, C. (2011). A time-discrete model for dynamic fracture based on crack regularization. Int. J. Fracture, 168(2), 133–143. DOI:10.1007/s10704-010-9562-x Download
- Larsen, C. J., Ortner, C., & Süli, E. (2010). Existence of solutions to a regularized model of dynamic fracture. Math. Models Methods Appl. Sci., 20(7), 1021–1048. DOI:10.1142/S0218202510004520
- Borden, M. J., Verhoosel, C. V., Scott, M. A., Hughes, T. J. R., & Landis, C. M. (2012). A phase-field description of dynamic brittle fracture. Comput. Methods Appl. Mech. Engrg., 217–220(0), 77–95. DOI:10.1016/j.cma.2012.01.008
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