Fatigue Crack Propagation Analysis of Orthotropic Steel Bridge with
Crack Tip Elastoplastic Consideration
Abstract
Abstract: Due to the complex structure of the orthogonal steel bridge
deck and dense weld, fatigue cracks are prone to occur in the typical
welding details. Welding residual stress will cause a plastic zone at
the crack tip. In this paper, an elastoplastic constitutive model of
Chaboche material was introduced, and the extended finite element method
(XFEM) was used to study the influence of material elastoplasticity and
crack tip plastic zone on the law of fatigue crack propagation. By
judging the stress state of the residual stress field at the crack tip
and selecting different crack propagation rate models to investigate the
crack propagation law when plastic deformation was considered, the
propagation path and propagation rate of fatigue crack of the
orthotropic bridge deck were obtained. The results show that, whether
the residual stress field is considered or not, the plastic deformation
at the crack tip will not cause the obvious closure of the fatigue crack
at the U-rib toe during the crack propagation process, but will
significantly affect the crack propagation path. When material
plasticity is considered, the propagation angle of fatigue crack at the
U-rib toe basically remains unchanged along the short-axis direction of
the initial crack, but increases along the long-axis direction, and the
crack tip plastic zone inhibits the propagation of the crack tip on one
side. Compared with linear elastic materials, the crack propagation law
considering material plasticity is more consistent with the actual
fatigue crack propagation law in bridge engineering. In terms of the
propagation rate, if the residual stress field is not considered, the
fatigue crack propagation rate at U-rib toe with plasticity considered
is slightly higher than that without plasticity considered, because
plastic deformation will affect the amplitude of energy release rate.
When considering the welding residual stress field, the fatigue crack
propagation rate at U-rib toe is increased due to the combined actions
of plastic deformation and stress ratio R.