[2] Men´etrey Ph., Willam K.J. - A triaxial failure criterion for concrete and its generalization "TP^:Ln
- ACI Structural Journal, 92(1), 1995, p. 311–318 nv/'C=+L
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We describe in this article a modified multilaminate model which takes into account matrix {>n\B~*,"C
elastoplasticity between weakness planes. The proposed model combines the multilaminate _%:$sAj
model described in [1] and the general plastic yield surface of Men´etrey & Willam [2] and &*8_ w-
generalizes both. B'8/`0^n5
The model’s performance is validated on selected benchmark problems and shows a good VH7nyqEM
correlation with results available for comparison. The proposed model is believed to reproduce w0`8el;
more closely the behavior of rock.