“…Many large strain simulations of metal sheet goods are performed using isotropic elastic relations with isotropic or anisotropic yield functions, using algorithms derived from the works of Weber and Anand (1990), Eterovic and Bathe (1990) and Simo (1992), among others, which use hyperelastic relations, objective stress integration algorithms and a simple modular structure in which large strain kinematics reduce to a geometric pre-and post-processor. Several formulations have been proposed for anisotropic elastoplasticity, but those do not inherit the modular structure and use plastic metrics, Green additive decompositions of total strains or elastic isotropy, see for example (Papadopoulos and Lu, 2001;Miehe et al, 2002;Menzel and Steinmann, 2003;Ulz, 2009;Vladimirov et al, 2010), among others. Additive splits of total (versus incremental) strains into elastic and plastic parts have been questioned in Ref.…”