Results 21 to 30 of about 125 (106)

Dynamic constitutive model for subloading surface of rock materials considering rate effect

open access: yesYantu gongcheng xuebao, 2018
In order to reflect the characteristics of the hysteresis loop under cyclic loading and the rate effect under dynamic loading of the rock materials, firstly, based on the theory of subloading surface, the stress-path model for the subloading surface ...
ZHOU Yong-qiang 1, SHENG Qian 1, LUO Hong-xing 2, LENG Xian-lun 1, FU Xiao-dong 1, LI Na-na 3
doaj   +1 more source

Application of the multi-laminate sub-loading surface model in the simulation of a pipe-jacking operation [PDF]

open access: yesNumerical Methods in Civil Engineering, 2014
In this paper a constitutive model formulated in the framework of multi-laminate models is applied to analyze pipe-jacking processes. The multi-laminate -based models consider various integration planes to formulate the stress-strain relationship.
S.A. Ghoreishian Amiri
doaj   +1 more source

Elastoplastic analysis by complete implicit stress-update algorithm based on the extended subloading surface model

open access: yesNihon Kikai Gakkai ronbunshu, 2016
Elastoplastic analysis of solid structures under cyclic loadings is increasingly required in recent years. To this end, it is necessary to adopt elastoplastic model capable of describing cyclic loading behavior and to employ stress integration algorithm ...
Takuya ANJIKI   +2 more
doaj   +1 more source

The Constitutive Model of Rockfill Based on Property‐Dependent Plastic Potential Theory for Geomaterials

open access: yesAdvances in Civil Engineering, Volume 2020, Issue 1, 2020., 2020
To better control the strength and deformation of the roadbed, a constitutive model of rockfill was established based on property‐dependent plastic potential theory for geomaterials. The effect of the particle gradation on the anisotropy was described in the model.
Xuefeng Li   +4 more
wiley   +1 more source

Seismic response of piles structure under overconsolidation

open access: yesShuili Shuiyun Gongcheng Xuebao, 2018
In view of the complex nonlinearity of soil medium, particularly considering the great influence of strength degradation of saturated foundation soil under earthquake incident, the study of cyclic loading response and the mechanics of cyclic liquefaction
YANG Zhangfeng, ZHANG Weiping
doaj   +1 more source

Elastoplastic analysis by return-mapping method with rigorous loading criterion for extended subloading surface model

open access: yesNihon Kikai Gakkai ronbunshu, 2019
The extended subloading surface model is capable of describing cyclic loading behavior accurately. The elastoplastic deformation analysis by the finite element analysis can be executed efficiently by the complete implicit stress integration method with ...
Takuya ANJIKI   +2 more
doaj   +1 more source

Extended subloading surface model based on multiplicative finite strain elastoplasticity framework: constitutive formulation and fully implicit return-mapping scheme

open access: yesNihon Kikai Gakkai ronbunshu, 2017
This paper presents a finite strain elastoplastic constitutive model incorporating the extended subloading surface concept within the unconventional plasticity framework for cyclic loadings. This is a reformulated and extended version of the small strain
Takuya IGUCHI   +3 more
doaj   +1 more source

Fractional-Order Elastoplastic Modeling of Sands Considering Cyclic Mobility

open access: yesJournal of Marine Science and Engineering, 2021
Seabed soil may experience a reduction in strength or even liquefaction when subjected to cyclic loadings exerted by offshore structures and environmental loadings such as ocean waves and earthquakes.
Leiye Wu, Wei Cheng, Zhehao Zhu
doaj   +1 more source

Ductile damage evolution law for proportional and non-proportional loading conditions [PDF]

open access: yesFracture and Structural Integrity, 2019
The characterization of ductile damage evolution, and its description, have been the object of extensive research in the continuum damage mechanic field.
Riccardo Fincato   +2 more
doaj   +1 more source

A thermodynamic-based model for modeling thermo-elastoplastic behaviors of saturated clayey soils considering bound water dehydration

open access: yesJournal of Rock Mechanics and Geotechnical Engineering, 2023
The non-isothermal deformation of soft mudrocks or clay soils is one of the most critical issues in energy and environmental related geotechnics. Clay-related geomaterials hold complex microstructure and mineral composition, which brings difficulty in ...
Mohammadhossein Sojoudi, Biao Li
doaj   +1 more source

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