Cyclic Mobilisation of Soil–Structure Interface in the Framework of Fractional Plasticity
The strength of the soil–structure interface can be mobilised when subjected to cyclic loading. To capture the cyclic mobilisation of the soil–structure interface, an advanced elastoplastic constitutive model is developed within the framework of fractional plasticity, where no additional use of an a...
Main Authors: | Junhong Xu, Yang Shen, Yifei Sun |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-01-01
|
Series: | Fractal and Fractional |
Subjects: | |
Online Access: | https://www.mdpi.com/2504-3110/6/2/76 |
Similar Items
-
Modification of the Reloading Plastic Modulus in Generalized Plasticity Models for Soil by Introducing a New Equation for the Memory Parameter in Cyclic Loadings
by: Mohammad Oliaei, et al.
Published: (2024-05-01) -
Numerical implementation of a multiaxial cyclic plasticity model for the Local Strain Method in low cycle fatigue
by: C. Madrigal, et al.
Published: (2014-09-01) -
Dynamic stress accumulation effects on soil strength under cyclic loading
by: Dengheng Zheng, et al.
Published: (2022-08-01) -
Behavior of Reinforced Gypseous Soil Embankment Model under Cyclic Loading
by: Saad Issa Sasam, et al.
Published: (2023-06-01) -
Influence of Groundwater Depth on Pile–Soil Mechanical Properties and Fractal Characteristics under Cyclic Loading
by: Bingxiang Yuan, et al.
Published: (2022-04-01)