[1] Koiter, W.T. Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface. Q. Appl. Math. 1953, 11, 350–354.
[2] Marques, J. Stress computation in elastoplasticity. Eng. Comput. 1984, 1, 42–51.
[3] Zienkiewicz, O.C.; Pande, G.N. Some useful forms for isotropic yield surfaces for soils and rock mechanics. In Finite Elements in Geomechanics; Gudehus, G., Ed.; JohnWiley & Sons: Hoboken, NJ, USA, 1977; pp. 179–190.
[4] Abbo, A.; Lyamin, A.; Sloan, S.; Hambleton, J. A C2 continuous approximation to the Mohr–Coulomb yield surface. Int. J. Solids Struct. 2011, 48, 3001–3010.
[5] Larsson, R.; Runesson, K. Implicit integration and consistent linearization for yield criteria of the Mohr-Coulomb type. Mech. Cohesive -Frict. Mater. 1996, 1, 367–383.
[6] Clausen, J.; Damkilde, L.; Andersen, L. An efficient return algorithm for non-associated plasticity with linear yield criteria in principal stress space. Comput. Struct. 2007, 85, 1795–1807.
[7] Coombs, W.M.; Crouch, R.S.; Augarde, C.E. Reuleaux plasticity: Analytical backward Euler stress integration and consistent tangent. Comput. Methods Appl. Mech. Eng. 2010, 199, 1733–1743.
[8] Simo, J.C.; Kennedy, J.G.; Govindjee, S. Non-smooth multisurface plasticity and viscoplasticity. Loading/unloading conditions and numerical algorithms. Int. J. Numer. Methods Eng. 1988, 26, 2161–2185.
[9] de Souza Neto E, Peri D, Owen D. Computational methods for plasticity. John Wiley Sons Ltd; 2008.
[10] Cecílio DL, Devloo PR, Gomes SM, dos Santos ER, Shauer N. An improved numerical integration algorithm for elastoplastic constitutive equations. Comput Geotech 2015;64:1–9.
[11] Sanei M, Devloo PRB, Forti TLD, Durán O, Santos ESR (2021a) An innovative scheme to make an initial guess for iterative optimization methods to calibrate material parameters of strain-hardening elastoplastic models. Rock Mech Rock Eng 55(1):399–421. https:// doi. org/ 10. 1007/ s00603- 021- 02665-y
[12] Sanei M, Durán O, Devloo PRB, Santos ESR (2021b) Analysis of pore collapse and shear-enhanced compaction in hydrocarbon reservoirs using coupled poro-elastoplasticity and permeability. Arab J Geosci. https:// doi. org/ 10. 1007/ s12517- 021- 06754-8
[13] Sanei M, Durán O, Devloo PRB, Santos ESR (2022) Evaluation of the impact of strain-dependent permeability on reservoir productivity using iterative coupled reservoir geomechanical modeling. Geomech Geophy Geo Energy Geo Res. https:// doi. org/ 10. 1007/ s40948- 022- 00344-y
[14] Sanei M, Duran O, Devloo PRB (2017) Finite element modeling of a nonlinear poromechanic deformation in porous media. In Proceedings of the XXXVIII Iberian Latin American Congress on Computational Methods in Engineering. ABMEC Brazilian Association of Computational Methods in Engineering. https:// doi. org/ 10. 20906/ cps/ cilam ce2017- 0418
[15] Duran O, Sanei M, Devloo PRB, Santos ESR (2020) An enhanced sequential fully implicit scheme for reservoir geomechanics. Comput Geosci 24(4):1557–1587. https:// doi. org/ 10. 1007/ s10596- 020- 09965-2
[16] Sanei M, Duran O, Devloo PRB, Santos ESR (2020) An innovative procedure to improve integration algorithm for modified camclay plasticity model. Comput Geotech 124:103604
[17] Hayakawa K, Murakami S, Liu Y. An irreversible thermodynamics theory for elasticplastic- damage materials. Eur J Mech A Solids 1998;17:13–32.
[18] Lemaitre J, Chaboche J-L. Mechanics of solid materials. Cambridge University Press; 1990.
[19] Rudnicki JW. Fluid mass sources and point forces in linear elastic diffusive solids. Mech Mater 1986;5:383–93.
[20] Kossa A. Exact stress integration schemes for elastoplasticity Ph.D. thesis Budapest University of Technology and Economics; 2011.
[21] Coulomb, C.A. Essai sur une application des régles de Maximis et Minimis á quelques problémes de statique relatifs á lárchitecture. 1773, pp. . 343-3 (cit. on p. 58).
[22] Mohr, O. Welche Umst a nde bedingen die Elastizitaatsgrenze und den Bruch eines Materials. Vol. 44. 1900, pp. 1524–1530 (cit. on p. 58).
[23] Borja, Ronaldo I. Plasticity. Springer Berlin Heidelberg, 2013. doi: 10.1007/978-3- 642-38547-6 (cit. on pp. 91, 92).
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