References
- Computer & Structures v.12 On some current procedures and difficulties in finite element analysis of elasto-plastic response Bathe K.J.;Snyder M.D.;Climento A.P.;Rolp W.D
- Constitutive Equations for Engineering Materials Vol. 1: Elasticity and Modeling v.1 Chen W-F;Saleeb A.F.
- J. of Eng. Mech v.97 no.EM3 Material models for granlur soils DiMaggio F.L;Sandler I.S.
- Computers & Structures v.48 no.2 A Modified cap model;closest point algorithms Hofstetter G.;Simo J. C.;Tayor R.L.
- Int'l J. Number. Meth. Eng v.23 Analysis of new class of integration algorithm for elasto-plastic constitutive relations Ortiz M.;Simo J.C.
- J. Eng. Mech v.111 no.7 Formulation of Drucker-Prager cap model Resende L.;Martin J.B.
- J. Eng. Meth v.114 Assessment of cap model;consistent return algorithms and rate-dependent extension Simo J.C;Ju J-K;Pister K.S.;Taylor R.L.
- Int'l J. Number. Meth. Eng. v.25 Loading/unloading conditions and numerical algorithm Simo J.C;Kennedy J.G.;Govindjee S.