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