[2] Men´etrey Ph., Willam K.J. - A triaxial failure criterion for concrete and its generalization Ph.$]yQCc]
- ACI Structural Journal, 92(1), 1995, p. 311–318 /^0Hi4+\
Md[nlz
We describe in this article a modified multilaminate model which takes into account matrix D1lHq/
elastoplasticity between weakness planes. The proposed model combines the multilaminate c{#lKD<7
model described in [1] and the general plastic yield surface of Men´etrey & Willam [2] and Hj;j\R >2
generalizes both. gy<pN?Mw
The model’s performance is validated on selected benchmark problems and shows a good JX/rAnc@
correlation with results available for comparison. The proposed model is believed to reproduce J(-#(kMyf
more closely the behavior of rock.