Results 31 to 40 of about 125 (106)
Mechanical characteristics of saturated soils under thermo-cyclic loads
The impact of temperature on the large deformation of nuclear waste disposal, geothermal extraction and storage under cyclic load is should be considered.
ZHANG Sheng 1, 2, LIU Xue-qing 1, 2, XU Shuo 3, XIONG Yong-lin 4, ZHANG Feng 5
doaj +1 more source
This paper presents a re-formulation of the extended subloading surface model within the ‘unconventional plasticity’ concept applicable to cyclic loadings. The small strain theory is adopted in the model formulation.
Takuya IGUCHI +2 more
doaj +1 more source
Application of a Viscoelastic Model to Creep Settlement of High‐Fill Embankments
In order to predict the creep settlement of high‐fill embankments, the time‐dependent viscoelastic model of Poynting–Thomson (the standard linear solid) has been chosen to represent the creep behavior of soils. In the present study, the hereditary integral was applied to calculate the strain while the load increase is varied with time.
Liang Jia, Guangli Huang, Hui Yao
wiley +1 more source
Subloading-overstress friction model
The subloading-friction model proposed formerly is capable of describing the transition from the static to the kinetic friction and the recovery of static friction, which leads to the negative rate-sensitivity, i.e.
Koichi HASHIGUCHI +4 more
doaj +1 more source
Analysis of Springback Behaviour in Micro Flexible Rolling of Crystalline Materials
This paper presents a constitutive modelling of the polycrystalline thin metal strip under a state of combined loading in microflexible rolling. The concept of grained inhomogeneity is incorporated into the classic Chaboche hardening model that accounts for the Bauschinger effect, in order to provide more precise description and analysis of the ...
Feijun Qu +4 more
wiley +1 more source
Cyclic plasticity model for fatigue with softening behaviour below macroscopic yielding
Experimental observations have evidenced the insufficiency of yield surface definition via monotonic loading to guarantee adequate description of material behaviour under fatigue tests.
S. Tsutsumi, R. Fincato
doaj +1 more source
Unified Description of the Mechanical Properties of Typical Marine Soil and Its Application
This study employed a modified elastoplastic constitutive model that can systematically describe the monotonic and cyclic mechanical behaviors of typical marine soils combining the subloading, normal, and superloading yield surfaces, in the seismic response analysis of three‐dimensional (3D) marine site.
Yongqiang Li +5 more
wiley +1 more source
A Mathematical Approach to Establishing Constitutive Models for Geomaterials
The mathematical foundation of the traditional elastoplastic constitutive theory for geomaterials is presented from the mathematical point of view, that is, the expression of stress‐strain relationship in principal stress/strain space being transformed to the expression in six‐dimensional space.
Guang-hua Yang +3 more
wiley +1 more source
ABSTRACT In this work, a fatigue crack propagation model is proposed using the two‐dimensional discrete element method (DEM). The challenge lies in describing the small progressive fatigue crack growth within a single cycle, which is typically much smaller than the size of the smallest particles, making it difficult to continuously capture the loss of ...
Lei Ma +3 more
wiley +1 more source
Revisiting strain localization analysis for elastoplastic constitutive models in geomechanics
Abstract The localization of deformations plays a crucial role in the failure of granular materials. Concerning classical continuum constitutive models, the localization of deformations is considered to be connected to the loss of ellipticity of the governing rate equilibrium equations, and entails mesh sensitivity in finite element simulations.
Paul Hofer +3 more
wiley +1 more source

