Results 1 to 10 of about 75 (64)

An extended super/subloading surface model for soft rock considering structure degradation. [PDF]

open access: yesPLoS One, 2021
The strain-softening and dilatancy behavior of soft rock is affected by the loading history and the development of structure. This study regards soft rock as a structured and overconsolidated soil and develops a new elastoplastic model based on the ...
Cui K   +5 more
europepmc   +3 more sources

Application of a Stress-Fractional Model for Capturing the Stress-Strain Behavior of Granular Soils

open access: yesAdvances in Civil Engineering, 2021
Granular soils usually serve as the filler material in geotechnical engineering. This study presents the development and application of a stress-fractional model for granular soils with different initial material states.
Wei Lu, Jiangong Yang, Jinan Wang
doaj   +2 more sources

Modified unified critical state model for soils considering over-consolidation and cyclic loading behaviours. [PDF]

open access: yesSci Rep, 2023
This paper presents a modified unified critical state model to predict the mechanical responses of both clays and sands under over-consolidation and cyclic loading conditions on the basis of clay and sand model (CASM), which is named as CASM-kII. Through
Wang X, Yuan R, Cui K.
europepmc   +2 more sources

A Constitutive Model for Overconsolidated Structured Soils Using Structural Variable

open access: yesShock and Vibration, 2021
Due to the influence of soil structure, structured soils exhibit significantly different mechanical behavior compared to the reconstituted soils having the same material.
Wugang Li   +3 more
doaj   +2 more sources

Subloading Surface Model and Experimental Study of Coal Failure under Cyclic Loading

open access: yesAdvances in Materials Science and Engineering, 2019
The fatigue damage of rock is an important factor affecting the stability of rock structure. In this paper, the mechanical response of coal under cyclic loading was studied.
Si-fei Liu   +4 more
doaj   +2 more sources

Elastoplastic deformation analysis by return-mapping and consistent tangent modulus tensor based on subloading surface model (1st Report, Formulation of return-mapping)

open access: yesNihon Kikai Gakkai ronbunshu, 2014
The subloading surface model possesses the automatic controlling function to pull back the stress to the yield surface. However, this function is not concerned with the subyield state, i.e.
Koichi HASHIGUCHI   +2 more
doaj   +3 more sources

Extension of subloading surface model for accurate prediction of elastoplastic deformation behavior of metals with cyclic softening

open access: yesNihon Kikai Gakkai ronbunshu, 2014
The subloading surface model has been formulated and applied to the prediction of cyclic loading behavior of metals. However, the existing formulation of this model is limited to metals exhibiting only the cyclic hardening.
Ryota HIGUCHI   +3 more
doaj   +3 more sources

Constitutive equation of friction based on the subloading-surface concept. [PDF]

open access: yesProc Math Phys Eng Sci, 2016
Hashiguchi K   +5 more
europepmc   +2 more sources

An EVP Double‐Yield Nonstationary Flow Surface Model for Soft Clay

open access: yesAdvances in Civil Engineering, Volume 2022, Issue 1, 2022., 2022
According to experimental findings, soft clay has compression and shear creep. The goal of the study is to develop an elastic‐viscoplastic (EVP) model for the viscous behavior of soft clay. The new EVP model is deduced from the associated flow rule, Yin’s double‐yield surface theory, and the critical state soil mechanics. The nonstationary flow surface
Liucheng Chang   +3 more
wiley   +1 more source

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

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, Volume 45, Issue 16, Page 2321-2370, November 2021., 2021
Abstract 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.
Yuki Yamakawa   +7 more
wiley   +1 more source

Home - About - Disclaimer - Privacy