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Computational Methods for Debonding in Composites

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104 C. Schuecker and H.E. Pettermann<br />

σnψ, andµ pl<br />

nψ is <strong>in</strong>terpolated from µ pl<br />

12 and µpl<br />

23 as<br />

µ pl<br />

nψ = µ pl<br />

12 s<strong>in</strong>2 (ψ)+µ pl<br />

23 cos2 (ψ) (5.7)<br />

The general <strong>for</strong>m of the plasticity law is assumed to be the same <strong>for</strong> all comb<strong>in</strong>ations<br />

of fracture plane shear stresses, so n and k of Eq. (5.6) are the same as <strong>in</strong> Eqs. (5.1)<br />

and (5.3).<br />

To compute the plastic stra<strong>in</strong> tensor <strong>in</strong> ply coord<strong>in</strong>ates, the plastic stra<strong>in</strong> γ pl<br />

nψ is<br />

split <strong>in</strong>to its two components and the plastic stra<strong>in</strong> tensor referenced to the <strong>in</strong>cl<strong>in</strong>ed<br />

fracture plane, ¯εεε pl =(0,0,0,γ pl<br />

nl<br />

coord<strong>in</strong>ates. S<strong>in</strong>ce the value of γ pl<br />

nt<br />

the trans<strong>for</strong>mation leads to plastic normal stra<strong>in</strong>s, ε pl<br />

22<br />

out-of-plane shear stra<strong>in</strong>s, γ pl<br />

23<br />

,0,γ pl<br />

nt )T (<strong>in</strong> Nye-notation), is trans<strong>for</strong>med to ply<br />

is generally non-zero <strong>for</strong> <strong>in</strong>cl<strong>in</strong>ed fracture planes,<br />

and εpl<br />

33 = −εpl<br />

22 ,aswellas<br />

. The latter, however, cancel each other out if an equal<br />

accumulation of plastic shear stra<strong>in</strong>s γ pl<br />

nt <strong>in</strong> planes oriented at +θfp and −θfp is<br />

assumed.<br />

F<strong>in</strong>ally, the plastic stra<strong>in</strong> tensor <strong>in</strong> ply coord<strong>in</strong>ates is given by<br />

εεε pl =<br />

�<br />

(0,0,0,γ pl<br />

12 ,0,0)T mode A,B<br />

(0,ε pl<br />

22<br />

,ε pl<br />

33 ,γpl<br />

12 ,0,0)T mode C<br />

5.2.3 Identification of Parameters <strong>for</strong> the Plasticity Model<br />

(5.8)<br />

There are four parameters which need to be identified <strong>in</strong> order to fully def<strong>in</strong>e the<br />

plasticity model described above, i.e. n and k <strong>for</strong> the plasticity law under <strong>in</strong>-plane<br />

simple shear (Eq. 5.1), as well as µ pl<br />

12 and µpl<br />

23 <strong>for</strong> the <strong>in</strong>fluence of normal stress<br />

(Eqs. 5.2 and 5.5, respectively). To identify these parameters it is convenient to use<br />

data from tests on UD lam<strong>in</strong>ates because then all non-l<strong>in</strong>earity is related to plasticity,<br />

accord<strong>in</strong>g to the model assumptions.<br />

The plasticity parameters, n and k, can be derived from experimental data of<br />

shear tests on a UD lam<strong>in</strong>ate follow<strong>in</strong>g Eq. (5.1). Ideally, n and k are determ<strong>in</strong>ed by<br />

curve fitt<strong>in</strong>g if the shear stress–shear stra<strong>in</strong> curve is known. If the complete stress–<br />

stra<strong>in</strong> data is not available <strong>for</strong> a given ply material, approximations can be obta<strong>in</strong>ed<br />

by choos<strong>in</strong>g n <strong>in</strong> the range of n = 5−7 and comput<strong>in</strong>g k from the stress and stra<strong>in</strong><br />

values at failure. As an example, the shear stress vs. plastic shear stra<strong>in</strong> curve <strong>for</strong> a<br />

glass fiber/epoxy material (see Table 5.1 <strong>for</strong> material data) is shown <strong>in</strong> Fig. 5.3, left,<br />

us<strong>in</strong>g experimental data of a test on a hoop wound tube taken from [11]. The best fit<br />

us<strong>in</strong>g Eq. (5.1) is obta<strong>in</strong>ed with parameters n = 7.2andk = 120.7 MPa (solid l<strong>in</strong>e).<br />

As <strong>in</strong>dicated by the dashed l<strong>in</strong>e <strong>for</strong> the lowest suggested value of n = 5 (result<strong>in</strong>g<br />

<strong>in</strong> k = 150.6 MPa), a lower value of n only affects the curvature of the graph but<br />

passes through the same end po<strong>in</strong>t and still yields reasonable agreement with the<br />

experimental data.

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