[2] Men´etrey Ph., Willam K.J. - A triaxial failure criterion for concrete and its generalization 8v\^,'@
- ACI Structural Journal, 92(1), 1995, p. 311–318 R^Y_i
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We describe in this article a modified multilaminate model which takes into account matrix ,zh4oX`>
elastoplasticity between weakness planes. The proposed model combines the multilaminate "PC9[i
model described in [1] and the general plastic yield surface of Men´etrey & Willam [2] and k9iB-=X?4s
generalizes both. }Pj;9ivz
The model’s performance is validated on selected benchmark problems and shows a good VP:9&?>G
correlation with results available for comparison. The proposed model is believed to reproduce [\.@,Y0j
more closely the behavior of rock.