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doi: 10.5281/zenodo.5838538 , 10.5281/zenodo.6500500 , 10.5281/zenodo.7129726 , 10.5281/zenodo.5123555 , 10.5281/zenodo.5018865 , 10.5281/zenodo.7564989 , 10.5281/zenodo.6616228 , 10.5281/zenodo.5513997 , 10.5281/zenodo.8226527 , 10.5281/zenodo.13890543 , 10.5281/zenodo.7995960 , 10.5281/zenodo.5018864
doi: 10.5281/zenodo.5838538 , 10.5281/zenodo.6500500 , 10.5281/zenodo.7129726 , 10.5281/zenodo.5123555 , 10.5281/zenodo.5018865 , 10.5281/zenodo.7564989 , 10.5281/zenodo.6616228 , 10.5281/zenodo.5513997 , 10.5281/zenodo.8226527 , 10.5281/zenodo.13890543 , 10.5281/zenodo.7995960 , 10.5281/zenodo.5018864
{"references": ["Azeiteiro, R.J.N. (2021) Numerical simulation of liquefaction-related phenomena. PhD Thesis, University of Coimbra, Portugal.", "Dowell, M. and Jarratt, P. (1972). The 'Pegasus' method for computing the root of an equation. BIT Numerical Mathematics, 12 (4), 503\u2013508.", "Hong, P.Y., Pereira, J.M., Cui, Y.J. and Tang, A.M. (2012). Explicit integration of a thermo-mechanical model for clays. Computers and Geotechnics, 46, 13\u201325.", "Potts, D.M. and Gens, A. (1985). A critical assessment of methods of correcting for drift from the yield surface in elasto-plastic finite element analysis. International Journal for Numerical and Analytical Methods in Geomechanics, 9 (2), 149\u2013159.", "Potts, D.M. and Zdravkovic, L. (1999). Finite element analysis in geotechnical engineering. Theory. London, U.K., Thomas Telford Publishing.", "Sloan, S.W. (1987). Substepping schemes for numerical integration of elasto-plastic stress-strain relations. International Journal for Numerical Methods in Engineering, 24 (5), 893\u2013911.", "Sloan, S.W., Abbo, A.J. and Sheng, D. (2001). Refined explicit integration of elastoplastic models with automatic error control. Engineering Computations, 18 (1), 121\u2013194.", "Taborda, D.M.G., Potts, D.M. and Zdravkovi\u0107, L. (2016). On the assessment of energy dissipated through hysteresis in finite element analysis. Computers and Geotechnics, 71, 180\u2013194.", "Taborda, D.M.G and Zdravkovi\u0107, L. (2012). Application of a Hill-Climbing technique to the formulation of a new cyclic nonlinear elastic constitutive model. Computers and Geotechnics, 43, 80-91."]}
Documentation for IC MAGE's Universal Model Interface for PLAXIS. The Universal Model Interface for PLAXIS (UMIP) is a platform designed to facilitate the implementation of constitutive models into PLAXIS. Currently, the only integration scheme available for the constitutive relationship is a Modified Euler substepping scheme with automatic error control.
Finite Element Analysis, Geotechnical Analysis, Geotechnical Engineering, Constitutive Modelling
Finite Element Analysis, Geotechnical Analysis, Geotechnical Engineering, Constitutive Modelling
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