Finite Element Simulation of Crack Propagation in Brittle Plates I. Gribanov∗, A. Elruby, R. Taylor Memorial University of Newfoundland, St.John’s, NL, Canada ∗ ig1453@mun.ca Keywords: FEM fracture modeling A method for modeling fracture in stiff plates of uniform thickness is presented. The MindlinReissner plate theory within the framework of the finite element method is utilized. The fracture criterion is based on the Rankine theory, in which a crack is initiated when normal traction at a node exceeds a given tensile strength. The traction is calculated as a path integral around a crack tip or a tentative split. The propagation direction is such that the normal traction at the crack tip is maximized. A time-based criterion for crack initiation and propagation is added to the model, which yields better correspondence with the experimentally observed fracture patterns. The proposed methodology was implemented in an in-house code. Initial validation shows excellent agreement between the proposed methodology’s predictions and the realistic fracture patterns of ice floes. In recent years, substantial efforts have been dedicated to studying ice fracture – a process that can take different forms depending on the scale, geometry, and type of ice. The current work focuses on modeling the brittle fracture of ice floes under bending caused by ocean waves. Ice floes having an approximately uniform thickness can be modeled accurately by relying on plane assumptions (i.e., 2D mesh) in finite element analysis (FEA). This approach has been employed for modeling large-scale ice sheets and wave-ice interactions, and the same assumption is utilized in the current work. The fracture model uses the tensile strength criterion [1], where the fracture initiation relies on maximal normal component of the traction vector. At each node of the mesh, a tentative fracture direction is selected, and the traction vector is then computed as a line integral on each side of a tentative split. The proposed numerical approach shows an excellent agreement with the observed fracture patterns in natural ice floes and laboratory experiments. The current results are primarily qualitative, but the model shows potential for application in ice mechanics as well as other areas of engineering where bending brittle plates are considered. The formulation is limited to an applicable range of strain rates (currently the wave loading rates), but can be adjusted for a particular engineering application or to consider additional physical phenomena. References [1] Pfaff, T., Narain, R., De Joya, J. M., & O’Brien, J. F. (2014). Adaptive tearing and cracking of thin sheets. ACM Transactions on Graphics (TOG), 33(4), 1-9. 43
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