sZrVANyqb uzdPA'u 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).
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S4W; e!5} #6Kd 1 Elastic model (advantage: simple, limitation: path-independent,reversible)
<>6j>w_| w(@r-2D" it can be divided into: linear elastic,cauthy elastic,hyperelastic and hypoelastic;
u1/ >)_U it can also be divided into: isotropic, anisotropic;
@HS*%N"* it can also be divided into total formulation, incremental formulation
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n^nE&'[?0g 2 plastic model (advantage and limitation are very diverse, more accurate than elastic model)
lp}S'^ y it can be divided into perfect-plasticity(more for limit analysis) and hardening plasticity
f\_RW;y|m it (hardening type)can be divided into associate (based on Druck's postulate) or nonassociate depending on whether f=g
#,tT`{u1q it (hardening type)can be divided into isotropic hardening, kinematic and mixed hardening
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oz&`3` I list some famous model below:
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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 (?).
6:5K?Yo v@zi?D K I am not sure about those (?), but I do know there is MIT model (clay and sand).
