A rectangular plate finite element with a through crack has been developed
in this paper. The model of the element is based on elasto-plastic fracture
mechanics and the finite element method. The considered crack is non-propa
gating and open. Crack tip plasticity, at the cracked cross-section, is inc
luded in the model of local flexibility. The stiffness matrix takes into ac
count the effect of flexural bending deformation due to the crack presence,
whereas the inertia matrix remains unchanged. The elaborated model can be
applied to static, dynamic and stability analysis of cracked plate-like str
uctures. (C) 2001 Elsevier Science Ltd. All rights reserved.