[2] Men´etrey Ph., Willam K.J. - A triaxial failure criterion for concrete and its generalization ,B <\a
- ACI Structural Journal, 92(1), 1995, p. 311–318 a'J0}j!
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We describe in this article a modified multilaminate model which takes into account matrix ;+Jx,{)
elastoplasticity between weakness planes. The proposed model combines the multilaminate 8U{D)KgS
model described in [1] and the general plastic yield surface of Men´etrey & Willam [2] and \]X.f&u
generalizes both. 8!_jZ f8
The model’s performance is validated on selected benchmark problems and shows a good )x.%PUA
correlation with results available for comparison. The proposed model is believed to reproduce 1Bh"'9-!JT
more closely the behavior of rock.