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A new yield function for geomaterials. - Ingegneria - Università degli ...

A new yield function for geomaterials. - Ingegneria - Università degli ...

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On a <strong>yield</strong> <strong>function</strong> 277<br />

q/f C<br />

4<br />

3.5<br />

3<br />

2.5<br />

2<br />

1.5<br />

1<br />

0.5<br />

(a) = <br />

(b) = <br />

0.5 1 1.5 2<br />

p/f C<br />

q/f C<br />

4<br />

3.5<br />

3<br />

2.5<br />

2<br />

1.5<br />

1<br />

0.5<br />

0.5 1 1.5 2<br />

Figure 8. Comparison with experiments <strong>for</strong> rocks. Chert (a) and dolomite (b), data taken from<br />

Hoek and Brown (1980).<br />

q (MPa)<br />

250<br />

200<br />

150<br />

100<br />

50<br />

p (MPa)<br />

q (MPa)<br />

p/f C<br />

(a) = <br />

(b) = <br />

100 200 300 400<br />

250<br />

200<br />

150<br />

100<br />

50<br />

100 200 300 400<br />

p (MPa)<br />

Figure 9. Comparison with experimental results <strong>for</strong> polymers. Methacrylate (a) and an epoxy<br />

binder (b), data taken from Ol’khovik (1983).<br />

of the <strong>yield</strong> surface proposed by Deshpande and Fleck [2000, their eqns. (2)-(3)] is<br />

obtained setting<br />

β =1, γ =0, m =2, α =1,<br />

and assuming the correlations given in Tab. 3.<br />

The proposed <strong>function</strong> (6)-(9) is also expected to model correctly <strong>yield</strong>ing of<br />

porous ductile metals. As a demonstration of this, we present in Fig. 10 a comparison<br />

with the Gurson (1977) model. The Gurson <strong>yield</strong> <strong>function</strong> has a circular deviatoric<br />

section so that β =1and γ =0in our model, in addition, we select<br />

α =1, m =2,<br />

2<br />

pc = c = σM<br />

3q2<br />

2 <br />

M = σM 1+q3f 2 − 2fq1,<br />

pc<br />

cosh −1 1+q3f 2<br />

2fq1<br />

,<br />

(17)

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