Anisotropic subloading surface Cam‐clay plasticity model with rotational hardening: Deformation gradient‐based formulation for finite strain

This study is aimed at developing an anisotropic elastoplastic constitutive model for geomaterials at finite strain and its stress calculation algorithm based on the fully implicit return‐mapping scheme. The Cam‐clay plasticity model is adopted as a specific prototype model of geomaterials. As a per...

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Vydané v:	International journal for numerical and analytical methods in geomechanics Ročník 45; číslo 16; s. 2321 - 2370
Hlavní autori:	Yamakawa, Yuki, Hashiguchi, Koichi, Sasaki, Tomohiro, Higuchi, Masaki, Sato, Kiyoshi, Kawai, Tadashi, Machishima, Tomohiro, Iguchi, Takuya
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Bognor Regis Wiley Subscription Services, Inc 01.11.2021
Predmet:	Algorithms Anisotropy cam‐clay plasticity Clay Constitutive models Decomposition Deformation Elastic deformation Elastoplasticity finite strain Geomaterials Hardening Mathematical models Plastic properties Plasticity Prototypes return‐mapping algorithm rotational hardening Strain Stress ratio subloading surface concept Tensors
ISSN:	0363-9061, 1096-9853
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