[2] Men´etrey Ph., Willam K.J. - A triaxial failure criterion for concrete and its generalization aRV.;S
- ACI Structural Journal, 92(1), 1995, p. 311–318 8(zE^W,[8"
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We describe in this article a modified multilaminate model which takes into account matrix Sj'Iz #
elastoplasticity between weakness planes. The proposed model combines the multilaminate c1ga{c`Z
model described in [1] and the general plastic yield surface of Men´etrey & Willam [2] and d6+$[4w
generalizes both. IgIM8"N
The model’s performance is validated on selected benchmark problems and shows a good s'4O]k`
correlation with results available for comparison. The proposed model is believed to reproduce .IU\wN
more closely the behavior of rock.