https://ogma.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 Finite element implementation of an isotach elastoplastic constitutive model for soft soils https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:38086 Thu 22 Jun 2023 11:52:41 AEST ]]> Finite element modelling of prefabricated vertical drains using 1D drainage elements with attached smear zones https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:41869 Mon 15 Aug 2022 09:56:19 AEST ]]> A smooth hyperbolic approximation to the Generalised Classical yield function, including a true inner rounding of the Mohr-Coulomb deviatoric section https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:45481 y, corresponding to the so-called ‘Inner Mohr-Coulomb’ option, which ensures that a true inner rounding of the hexagonal Mohr-Coulomb deviatoric section is always obtained. The second is the introduction of a hyperbolic rounding to eliminate a discontinuity which can occur at the tip in the meridional section of the GC yield surface. The resulting yield surface is at least C2 continuous everywhere, provided a rounded criterion is selected, and can thus be used in consistent tangent finite element formulations. The results of finite element analyses carried out for two benchmark problems (a thick cylinder and a rigid strip footing) demonstrate the benefits of the rounding techniques in the new yield surface. Comparisons are made with the original yield surface and also the Hyperbolic Rounded Mohr-Coulomb (HRMC) yield surface originally developed by Abbo and Sloan (1995).]]> Fri 28 Oct 2022 14:43:13 AEDT ]]>