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Computational Methods for Debonding in Composites

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7 Interaction Between Intraply and Interply Failure <strong>in</strong> Lam<strong>in</strong>ates 149<br />

Fig. 7.5 Update of ∆κ <strong>in</strong> through l<strong>in</strong>ear <strong>in</strong>terpolation<br />

The first estimate is obta<strong>in</strong>ed assum<strong>in</strong>g<br />

h(κn, ˙κn)=h(κn−1, ˙κn−1) (7.32)<br />

From Eq. (7.31), it follows that if ∆κ <strong>in</strong> is higher than the correct value of ∆κ,<br />

∆κ out is lower than that value, and vice versa. So if we set<br />

∆κ <strong>in</strong><br />

2<br />

= ∆κout<br />

1<br />

it is secured that the correct value of ∆κ lies between ∆κ<strong>in</strong> 1<br />

the two conditions<br />

∆κ <strong>in</strong><br />

2<br />

h(∆κ <strong>in</strong><br />

2 ) ≥ hm<strong>in</strong><br />

(7.33)<br />

and ∆κ<strong>in</strong><br />

2 .Andifweadd<br />

≥ 0 (7.34)<br />

(7.35)<br />

the search <strong>for</strong> the true ∆κ must converge when the next estimate <strong>for</strong> ∆κ <strong>in</strong><br />

k is each<br />

time computed from l<strong>in</strong>ear <strong>in</strong>terpolation (see Fig. 7.5), except when h(∆κ <strong>in</strong><br />

2 )=hm<strong>in</strong><br />

and h(∆κ out<br />

2 ) < hm<strong>in</strong>. In that case the material po<strong>in</strong>t has failed and h is fixed at hm<strong>in</strong><br />

and the stress obta<strong>in</strong>ed with h(∆κ <strong>in</strong> )=hm<strong>in</strong> is the correct stress.<br />

7.2.3 Consistent L<strong>in</strong>earization<br />

For proper convergence of the model, it is of great importance that a consistent<br />

tangent is used. The derivation of the consistent tangent is given below.<br />

We start with expand<strong>in</strong>g the constitutive law 7.12 around a small variation:<br />

The expression <strong>for</strong> δm is:<br />

δg = 0 ⇔ δσ = Dδε− Dmδλ − ∆λ Dδm (7.36)<br />

δm = ∂m<br />

∂σ<br />

∂m<br />

δσ+ δ∆κ (7.37)<br />

∂κ

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