A cohesive XFEM model for simulating fatigue crack growth under mixed-mode loading and overloading

被引:37
作者
Dekker, R. [1 ]
van der Meer, F. P. [1 ]
Maljaars, J. [2 ,3 ]
Sluys, L. J. [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2600 GA Delft, Netherlands
[2] Eindhoven Univ Technol, Fac Built Environm, Eindhoven, Netherlands
[3] TNO, Struct Reliabil, Delft, Netherlands
关键词
cohesive zone model; fatigue crack growth; interfacial thick level set; mixed-mode; overload; XFEM; EXTENDED FINITE-ELEMENT; NUMERICAL-SIMULATION; LEVEL SETS; ZONE; DELAMINATION; PROPAGATION; RETARDATION; 2024-T3;
D O I
10.1002/nme.6026
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Structures are subjected to cyclic loads that can vary in direction and magnitude, causing constant amplitude mode I simulations to be too simplistic. This study presents a new approach for fatigue crack propagation in ductile materials that can capture mixed-mode loading and overloading. The extended finite element method is used to deal with arbitrary crack paths. Furthermore, adaptive meshing is applied to minimize computation time. A fracture process zone ahead of the physical crack tip is represented by means of cohesive tractions from which the energy release rate, and thus the stress intensity factor can be extracted for an elastic-plastic material. The approach is therefore compatible with the Paris equation, which is an empirical relation to compute the fatigue crack growth rate. Two different models to compute the cohesive tractions are compared. First, a cohesive zone model with a static cohesive law is used. The second model is based on the interfacial thick level set method in which tractions follow from a given damage profile. Both models show good agreement with a mode I analytical relation and a mixed-mode experiment. Furthermore, it is shown that the presented models can capture crack growth retardation as a result of an overload.
引用
收藏
页码:561 / 577
页数:17
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