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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

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