m9:ah< 0hGmOUO 我在这受益不小,我就来作个小贡献,把土模型来个小小总结( 只能凭记忆,可能会有错误).我用英文(敲英文更快点).
?f q!BV W,CAg7:* 1 Elastic model (advantage: simple, limitation: path-independent,reversible)
."B{U_P& Qb/:E}h]$ it can be divided into: linear elastic,cauthy elastic,hyperelastic and hypoelastic;
g<0K
i^# it can also be divided into: isotropic, anisotropic;
.n YlYY' it can also be divided into total formulation, incremental formulation
_< sN54 ` W~ Ma$~B0!;s 2 plastic model (advantage and limitation are very diverse, more accurate than elastic model)
CyYr5 Dz it can be divided into perfect-plasticity(more for limit analysis) and hardening plasticity
GQ@mQ=i it (hardening type)can be divided into associate (based on Druck's postulate) or nonassociate depending on whether f=g
N_iy4W(NU it (hardening type)can be divided into isotropic hardening, kinematic and mixed hardening
VWHpfm[r% +ls`;f I list some famous model below:
KZZ Y 9 Tresca, Mises,MC, DP,Lade and Duncan (1975) , Lade (1977) , cam-clay (the most famous elastic-plastic cap model), Bounding surface, hypo-plasticity, Shen zhujiang model, Yu Maohong Model, Qinghua Model (?), Hehai model? Tongji Model (?), Zheda model (?).
=MJB: ~ *"iLf@, I am not sure about those (?), but I do know there is MIT model (clay and sand).
