An adaptive multi-patch isogeometric phase-field model for fatigue fracture

Fatigue fracture is one of the main causes of structural failure under cyclic loading, so accurate evaluation of fatigue fracture is very important for the design of structures subjected to cyclic loading. In this work, we propose an adaptive fatigue phase -field model within the framework of multi -patch isogeometric analysis to simulate crack nucleation and propagation in brittle materials under cyclic loading. Multiple non -uniform rational B -splines (NURBS) patches are used to exactly represent complex structures, and the Nitsche's method is adopted to enforce the compatibility of the displacements, stresses and phase -field variables between two patches. The coupled governing equations of fatigue phase -field model are established based on the Nitsche's method, and the selection of Nitsche's parameters are determined from numerical experiments. A refinementcorrection adaptive approach based on locally refined non -uniform rational B -splines (LR NURBS) structured mesh refinement strategy is developed to alleviate the computational burden caused by the requirement of small element size around crack surface and the large number of fatigue loading. The proposed multi -patch isogeometric phase -field model can deal with the coupling between equal/unequal length interfaces, thus the fatigue crack propagation simulation in arbitrary complex structure can be implemented. Several numerical examples are investigated to verify the practicality of the multi -patch isogeometric phase -field model and the effectiveness of the adaptive scheme.