[2] Men´etrey Ph., Willam K.J. - A triaxial failure criterion for concrete and its generalization {RF-sqce
- ACI Structural Journal, 92(1), 1995, p. 311–318 2 aL)
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We describe in this article a modified multilaminate model which takes into account matrix $jg*pmR-
elastoplasticity between weakness planes. The proposed model combines the multilaminate '7oA< R
model described in [1] and the general plastic yield surface of Men´etrey & Willam [2] and O)"gS!,
generalizes both. @WI2hHD
The model’s performance is validated on selected benchmark problems and shows a good b?Ki;[+O
correlation with results available for comparison. The proposed model is believed to reproduce 8H_l:Z [:i
more closely the behavior of rock.