Rasmus ÿstergaard forside 100%.indd - Solid Mechanics
Rasmus ÿstergaard forside 100%.indd - Solid Mechanics
Rasmus ÿstergaard forside 100%.indd - Solid Mechanics
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302 R.C. Østergaard, B.F. Sørensen<br />
joints, the thickness of the adhesive is typically much<br />
smaller than the thickness of the adherents. In the present<br />
study we study delamination of three-layer specimens.<br />
The results are applicable for both sandwich<br />
structures and adhesive joints.<br />
For sandwich structures, debonds (areas between the<br />
face sheet and core with no adhesion) constitute an<br />
important damage type that can lead to debonding crack<br />
growth, i.e. crack growth in the interface between face<br />
sheets and core. Interface cracking is generally mixed<br />
mode cracking, i.e. both normal and shear stresses<br />
develop just ahead of the crack tip (Williams 1959;<br />
Rice 1988). Experiments have shown that the fracture<br />
energy can depend on the mode mixity (Cao and Evans<br />
1989; Wang and Suo 1990; Liechti and Chai 1992).<br />
Consequently, a complete analysis requires the determination<br />
of both the energy release rate and the mode<br />
mixity.<br />
Earlier work on sandwich structure fracture<br />
specimens include Carlsson and Prasad (1993) and<br />
Prasad and Carlsson (1994) who analyzed sandwich<br />
configurations where one face sheet was loaded by a<br />
combined axial/transverse edge load and the other face<br />
sheet was fixed on a rigid plane. The mode mixity was<br />
determined by numerical means for each sandwich and<br />
each load situation. Several other sandwich specimens<br />
also exist. For instance, the three point bend geometry<br />
and the center notch flexure geometry (Ratcliffe and<br />
Cantwell 2001; Cantwell et al. 2000), however these<br />
specimens does not allow for varying the mode mixity<br />
through the loading. Østergaard et al. (2007) carried<br />
out experimental measurements of interface fracture<br />
toughness of sandwich structures and found that the<br />
mode mixity has a significant influence on the fracture<br />
mechanism and the fracture toughness. Suo and<br />
Hutchinson (1989) analyzed sandwich specimens with<br />
core layer thickness much smaller than the face sheet<br />
layers. They found that for moderate stiffness mismatch,<br />
the difference in the mode mixity of the sandwich<br />
and the homogeneous specimen (i.e. without the<br />
thin core layer) was relatively small. However, the difference<br />
increased as the stiffness ratio between the two<br />
layers became large. Fleck et al. (1991) and Akisanya<br />
and Fleck (1992) analyzed a sandwich with a small<br />
core thickness and showed that under some conditions<br />
the crack jumps between the interfaces resulting in a<br />
wavy crack path. This phenomenon was also observed<br />
in experiments.<br />
123<br />
The problem that we analyze in the present paper<br />
is interfacial cracking of a symmetric sandwich specimen.<br />
The specimen geometry is fairly general and<br />
can represent a number of problems of great practical<br />
importance, such as adhesive joints and sandwich<br />
structures. Our analysis is performed within the framework<br />
of linear elastic fracture mechanics and comprises<br />
calculation of energy release rate and mode mixity. For<br />
sufficiently long specimens the energy release rate and<br />
the mode mixity attain steady-state values. We calculate<br />
these steady-state values as function of loading,<br />
the thickness and stiffness parameters. Emphasis will<br />
be given to cases where the face sheets are much stiffer<br />
than the core, since this is often the case in sandwich<br />
structures. An analysis will quantify how long the specimen<br />
must be before the mode mixity and energy release<br />
rate attain steady-state values.<br />
The present paper is organized as follows. First, we<br />
will specify the problem. Next we give a short summary<br />
of fracture mechanics for cracks along the interface<br />
between two elastic dissimilar materials. Then,<br />
we analyze the problem shown in Fig. 1, recasting it<br />
as a reduced problem that is solved in terms of energy<br />
release rate, G, and mode mixity, ψ. The solution is<br />
analytical apart from one load-independent parameter,<br />
ω, which is found by numerical means. Hereafter follows<br />
an investigation regarding the influence of length<br />
of the specimen on the validity of the presented equations.<br />
Then follows an application example. Finally,<br />
major results are summarized.<br />
First, the problem is defined. We analyze a unit width<br />
sandwich specimen of length L with and a crack of<br />
length a starting at x1 = −a, x2 = 0(seeFig.1).<br />
The face sheets have the same thickness, H, and the<br />
thickness of the core is denoted h. The sandwich specimen<br />
is loaded along its edges by moments pr. unit<br />
width Mk, k = 1, 2, 3 and by forces pr. unit width Pk,<br />
k = 1, 2, 3. In the first part of the analysis a/H ≫ 1<br />
and L/(2H + h) ≫ 1 so that the crack tip is remote<br />
from the ends of the specimen. Under these conditions,<br />
the energy release rate and mode mixity attain steadystate<br />
values.<br />
2 <strong>Mechanics</strong> of interface cracks<br />
Eachofthematerialsinthesandwichspecimenaretaken<br />
to be isotropic and linear elastic. Let the elastic