}` YtXD-o 7~~suQ{F4 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).
-(},% !-_ {DD #&B 1 Elastic model (advantage: simple, limitation: path-independent,reversible)
;$67GK PLJDRp 2o it can be divided into: linear elastic,cauthy elastic,hyperelastic and hypoelastic;
S.Q:O{ ] it can also be divided into: isotropic, anisotropic;
>K<cc#Aa it can also be divided into total formulation, incremental formulation
B7wzF" d`,z4 _ Zu*7t<W 2 plastic model (advantage and limitation are very diverse, more accurate than elastic model)
dT{GB!jz it can be divided into perfect-plasticity(more for limit analysis) and hardening plasticity
'YJ~~o it (hardening type)can be divided into associate (based on Druck's postulate) or nonassociate depending on whether f=g
#^}s1
4n it (hardening type)can be divided into isotropic hardening, kinematic and mixed hardening
5@J]#bp0M q|}O-A*wa I list some famous model below:
zE Ly1v\" Tresca, Mises,MC, DP,Lade and Duncan (1975) , Lade (1977) , cam-clay (the most famous elastic-plastic cap model), Bounding surface, hypo-plasticity, Shen zhujiang model, Yu Maohong Model, Qinghua Model (?), Hehai model? Tongji Model (?), Zheda model (?).
r>}z|I' v|KGzQx$.* I am not sure about those (?), but I do know there is MIT model (clay and sand).
