Results 101 to 110 of about 471 (140)

DEFORMATION BEHAVIOR OF SHIRASU SOIL BY THE EXTENDED SUBLOADING SURFACE MODEL

open access: yesDEFORMATION BEHAVIOR OF SHIRASU SOIL BY THE EXTENDED SUBLOADING SURFACE MODEL
application/pdf 論文(Article)
openaire  

Extended gradient plasticity by the subloading surface model with tangential plasticity

open access: yesJournal of applied mechanics, 2003
Koichi HASHIGUCHI   +2 more
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Elastoplastic model of metals with smooth elastic–plastic transition [PDF]

open access: yes, 2012
Koichi Hashiguchi   +2 more
core   +1 more source

A thermo-elastoplastic model for soft rocks considering structure [PDF]

open access: yes, 2017
Jidong Teng   +3 more
core   +1 more source

Numerical implementation of the multiplicative hyperelastic-based Extended Subloading Surface plasticity model

Computer Methods in Applied Mechanics and Engineering, 2022
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
R. Fincato, S. Tsutsumi
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Cyclic Plasticity Model: Extended Subloading Surface Model

Lecture Notes in Applied and Computational Mechanics, 2009
The subloading surface model described in Chapter 7 would be the only pertinent unconventional model for the description of monotonic loading behavior but it cannot describe the cyclic loading behavior pertinently by the formulation itself shown therein, predicting the unrealistically large plastic strain accumulation because only elastic deformation ...
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Subloading surface model in unconventional plasticity

International Journal of Solids and Structures, 1989
Abstract For engineering problems, the elastoplastic constitutive model has been required, which is applicable to the prediction of cyclic loading behavior for various stress/strain amplitudes. The subloading surface model has been proposed and developed in order to respond to this requirement.
Khojastehpour, Mehdi, Hashiguchi, Koichi
openaire   +4 more sources

Extended Tangential-Subloading Surface Model for General Loading Behavior of Soils: Application to Nonproportional Loadings [PDF]

open access: yesSoils and Foundations, 2006
The conventional elastoplastic model premising that the interior of yield surface is a purely elastic domain is incapable of describing the plastic deformation by the rate of stress inside the yield surface. Thus, it is inapplicable to the description of
Koichi Hashiguchi, Takashi Okayasu
exaly   +2 more sources

1A5 Refinement of subloading surface model formulation

The Proceedings of Conference of Kyushu Branch, 2014
openaire   +3 more sources

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