Results 11 to 20 of about 17,463,981 (145)

Complete formulation of the subloading surface model [PDF]

open access: yes, 2015
The subloading surface model is endowed the noticeable ability to describe the wide classes of irreversible mechanical behavior [1]. However, the past formulations of the subloading surface model have contained several inexact equations, which have been modified repeatedly after the concept of the subloading surface was proposed in 1977 [2].
Hashiguchi, Koichi
core   +4 more sources

Foundations of Elastoplasticity: Subloading Surface Model

open access: yes, 2017
This book is the standard text book of elastoplasticity in which the elastoplasticity theory is comprehensively described from the conventional theory for the monotonic loading to the unconventional theory for the cyclic loading behavior. Explanations of
Koichi Hashiguchi, Hashiguchi, Koichi
openaire   +2 more sources

Seismic response analysis by subloading surface model [PDF]

open access: yes, 2015
A lot of disaster by liquefaction have been reported in area along the shore of Japan. In particular, liquefaction has occurred in the wide area in the Great East Japan Earthquake of 2011. Various approaches for the liquefaction analysis have been proposed up to present.
Miyashita, Kenichiro   +2 more
core   +4 more sources

A subloading surface clay and sand model [PDF]

open access: yes, 2023
The mechanical response of natural soils is characterized by a narrow elastic domain, a smooth transition between elastic to elasto-plastic regime, and hysteretic behaviour during cyclic loading.
Pinedo Vilcahuamán, Paul José   +3 more
core   +1 more source

Reloading in barodesy employing the asymptotic state boundary surface

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, Volume 45, Issue 14, Page 2113-2129, 10 October 2021., 2021
Abstract The reloading behaviour of the soil is dominated by effects of the recent deformation history as well as by the overall stress history, indicated by overconsolidation. The stiffness of an overconsolidated soil is higher than the stiffness of normally consolidated soil.
Manuel Bode   +2 more
wiley   +1 more source

Viscoplastic deformation analysis for spheroidal graphite cast iron by subloading-overstress model

open access: yesNihon Kikai Gakkai ronbunshu, 2020
The time-dependent elastoplastic deformation behavior, i.e. viscoplastic deformation behavior, is observed in solids and structures subjected to high temperature under monotonic and cyclic loadings.
Takuya ANJIKI, Koichi HASHIGUCHI
doaj   +1 more source

Constitutive Modelling of Temperature-Dependent Behaviour of Soft Rocks with Fractional-Order Flow Rule

open access: yesApplied Sciences, 2022
This paper regards soft rock as a heavily overconsolidated clay and proposes a new fractional elastoplastic model to describe its temperature-dependent mechanical behaviour.
Hai-Chao Li   +3 more
doaj   +1 more source

Field Measurement and Numerical Simulation of Train‐Induced Vibration from a Metro Tunnel in Soft Deposits

open access: yesAdvances in Civil Engineering, Volume 2021, Issue 1, 2021., 2021
Train‐induced vibration is increasingly attracting people’s concern nowadays. In the coastal areas, many metro tunnels are built in the soft deposits, so the train‐induced vibration effect is more serious. Nevertheless, the existing research studies mainly focus on the dynamic responses in the tunnel or on the ground surface while vibration ...
Qiang Huang   +5 more
wiley   +1 more source

Fatigue life assessment of a non-load carrying fillet joint considering the effects of a cyclic plasticity and weld bead shape [PDF]

open access: yesFracture and Structural Integrity, 2016
Fatigue life depends strongly on irreversible contributions that accumulate during cyclic loading and unloading of structures. However, the correct identification of the loading path in terms of uniaxial or multi-axial stress states, proportional or non ...
S. Tsutsumi   +3 more
doaj   +3 more sources

A subloading surface clay and sand model

open access: yes, 2022
The mechanical response of natural soils is characterized by a narrow elastic domain, a smooth transition between elastic to elasto-plastic regime, and hysteretic behaviour during cyclic loading. These realistic features can be efficiently intro-duced into an existing constitutive model by reformulating it in the framework of subloading surface ...
Pinedo Vilcahuamán, Paul José   +3 more
openaire   +2 more sources

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