Crack Paths 2012
X - F E Mbasedmodellingof complexmixedm o d efatigue
crack propagation
H a n s Minnebo’, S i m o nAndréz, Marc Duflot’, T h o m a sPardoenz, Eric
Wyart1
1 Cenaero,Ruedes Freres Wright 29, 6041 Gosselies, Belgium
2 Université catholique de Louvain, 2, Place Ste Barbe, 1348 Louvain-la-Neuve,
Belgium
Contact: hans.minnebo@cenaero.be
A B S T R A C TT.his papers aims at describing the usage of the eXtended Finite Element
Methodand more widely the fracture mechanics in a general framework. First, the
numerical approach with its hypotheses is described. Then, an experimental procedure
is developed to validate some assumptions about crack orientation, the numerical tool
has been used to estimate an a priori crack propagation behavior. Finally, conclusions
are drawn aroundthe opportunity of using such predesign tool.
I N T R O D U C T I O N
Cost reduction in combination with performance improvement implies weight and
shape optimization, whithout forgetting safety aspects. Failure analysis can be carried
out with fail-safe, safe-life or damage tolerant approaches. While in the first two,
studied parts should undergo a given numberof cycles without cracking, as they could
not be changed or repaired when a crack occurs, the latter addresses the problem of
parts that are regularly inspected and can be changed or repaired if a detected crack
would grow to a critical size before the next inspection. More generally, damage
tolerance is used to define inspection intervals by considering an undetectable crack of
the biggest possible size located in the most critical area and determining the numberof
loading cycles until a critical configuration is reached. In aeronautics and other
industrial sectors, a linear elastic behavior is observed enabling the use of the Linear
Elastic Fracture Mechanics [1] assumptions where the eXtended Finite Element Method
[2] has shown to be a numerical method with very powerful possibilities in the last
years. This method has been thoroughly validated on multiple applications where L o w
Cycle and High Cycle Fatigue are considered. Still, the question remaining on the
physics of a crack propagation cannot be answered by a numerical tool. For that reason,
an experimental procedure has been developed. Using the X F E Mas a predimensionning
tool for the specimens and load cases, the experiments are built in several steps in order
to be able to test a mixed-modecrack propagation under varying load conditions.
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