[2] Men´etrey Ph., Willam K.J. - A triaxial failure criterion for concrete and its generalization 9T,/R1N8
- ACI Structural Journal, 92(1), 1995, p. 311–318 e8m,q~%#/
P3M$&::D-
We describe in this article a modified multilaminate model which takes into account matrix B9v>="F
elastoplasticity between weakness planes. The proposed model combines the multilaminate |3H+b,M5
model described in [1] and the general plastic yield surface of Men´etrey & Willam [2] and 1+l 8%G=hB
generalizes both. Dk1& <} I
The model’s performance is validated on selected benchmark problems and shows a good )^2eC<t
correlation with results available for comparison. The proposed model is believed to reproduce tFN >]`Z
more closely the behavior of rock.