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Residual Strength and Fatigue Lifetime of ... - Solid Mechanics

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Figure 4.12: Orthogonal mesh at the debond front.<br />

The mode I+II strain energy release rate, GI+II, <strong>and</strong> the associated mode-mixity phase angle, I+II,<br />

are determined from relative nodal pair displacements, obtained from the finite element analysis<br />

using the CSDE method, as outlined in the introduction. The mode I+II energy release rate <strong>and</strong><br />

the related phase angle are given by<br />

2 14 H11<br />

2<br />

G <br />

<br />

I II<br />

GI<br />

GII<br />

y x<br />

8H11x<br />

H 22<br />

2<br />

<br />

<br />

<br />

<br />

77<br />

(4.14)<br />

<br />

1<br />

tan H 22 x x 1<br />

I II<br />

<br />

ln<br />

tan 2 (4.15)<br />

<br />

11 <br />

<br />

H y h <br />

where y <strong>and</strong> x are the opening <strong>and</strong> sliding relative displacement <strong>of</strong> the crack flanks (see Figure<br />

4.13), H11, H22 <strong>and</strong> the oscillatory index are bimaterial constants determined from the elastic<br />

stiffnesses <strong>of</strong> the face <strong>and</strong> core, see the introduction chapter. h is the characteristic length <strong>of</strong> the<br />

crack problem. h has no direct physical meaning. Thus, it is here arbitrarily chosen as the face<br />

sheet thickness.<br />

To investigate the effect <strong>of</strong> mode III loading at the debond front, the mode III strain energy<br />

release rate, GIII, is evaluated. The mode III energy release rate is given by (Suo, 1990):<br />

G<br />

III<br />

2<br />

z<br />

<br />

8x( B1<br />

B2<br />

)<br />

(4.16)<br />

where z is the out-<strong>of</strong>-plane (crack plane) relative displacement <strong>of</strong> the crack flanks as shown in<br />

Figure 4.13, <strong>and</strong> x is the distance <strong>of</strong> the nodal pairs from the crack tip as shown in Figure 4.13.<br />

Subscript 1 <strong>and</strong> 2 refer to two materials in a bimaterial interface, <strong>and</strong> B is the inverse <strong>of</strong> an<br />

equivalent shear modulus given by (Suo, 1990):

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