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Extended Subloading Surface Model for Elastoplastic Deformation
1988Abstract The subloading surface model does not assume a yield surface enclosing a purely elastic domain, and instead it assumes a subloading surface which always passes through a current stress point even in the unloading state. Thus, it describes a continuous stress rate-strain rate relation and its loading criterion does not require the judgement ...
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Elasto-Plastic Constitutive Model for Unsaturated Soils with Subloading Surface Concept
2013An elasto-plastic constitutive model for unsaturated soils is improved to realize numerical stability of computations at the singular point on the yield surface and an accurate prediction of the mechanical behavior of overconsolidated (or elastic state) soils in this chapter.
Shintaro Ohno +5 more
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Prediction of deformation behaviors of sands by the subloading surface model
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1990K. Hashiguchi, T. Imamura, M. Ueno
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Extended Rate-Dependent Subloading Surface Model
Key Engineering Materials, 2003openaire +1 more source