Review, classification, and extension of classical soil-structure interaction models based on different superstructures and soils
This paper focuses on reviewing some classical soil-structure interaction models (SIMs)
based on different superstructures and soils and strives to establish the relations between …
based on different superstructures and soils and strives to establish the relations between …
[HTML][HTML] Variational approach to modeling soft and stiff interfaces in the Kirchhoff-Love theory of plates
A Furtsev, E Rudoy - International Journal of Solids and Structures, 2020 - Elsevier
Within the framework of the Kirchhoff-Love theory, a thin homogeneous layer (called
adhesive) of small width between two plates (called adherents) is considered. It is assumed …
adhesive) of small width between two plates (called adherents) is considered. It is assumed …
3D structure-soil-structure interaction in an arbitrary layered half-space
HDB Aji, F Wuttke, P Dineva - Soil Dynamics and Earthquake Engineering, 2022 - Elsevier
The aim of the study is to evaluate the 3D dynamic response of a finite geological region
containing two structures and rested on a semi-infinite elastic layered half-space with a …
containing two structures and rested on a semi-infinite elastic layered half-space with a …
Asymptotic derivation of a refined equation for an elastic beam resting on a Winkler foundation
A two-dimensional mixed problem for a thin elastic strip resting on a Winkler foundation is
considered within the framework of plane stress setup. The relative stiffness of the …
considered within the framework of plane stress setup. The relative stiffness of the …
Controlling the adhesive pull-off force via the change of contact geometry
II Argatov - … Transactions of the Royal Society A, 2021 - royalsocietypublishing.org
A first-order asymptotic analysis of the Griffith energy balance in the Johnson–Kendall–
Roberts model of adhesive contact under non-symmetric perturbation of the contact …
Roberts model of adhesive contact under non-symmetric perturbation of the contact …
Calculation and analysis of pipe joint settlement control in large back silting immersed tube tunnel
Z Li, X Yue, G Wu - Sustainability, 2023 - mdpi.com
The use of the segmental pipe section immersed tunnel suffers from several problems, such
as complex construction, weak foundation, great water depth, great thickness of siltation …
as complex construction, weak foundation, great water depth, great thickness of siltation …
Contact problem between a rigid punch and a functionally graded orthotropic layer resting on a Pasternak foundation
İ Çömez, MH Omurtag - Archive of Applied Mechanics, 2021 - Springer
The present work is a pioneering study on the contact mechanics including Pasternak
foundation model. The context of this research is frictionless plane contact problem between …
foundation model. The context of this research is frictionless plane contact problem between …
Elastic contact of a stiff thin layer and a half-space
The 3D problem in linear elasticity for a layer lying on a half-space is subject to a two-
parametric asymptotic treatment using the small parameters corresponding to the relative …
parametric asymptotic treatment using the small parameters corresponding to the relative …
On the refined boundary condition at the edge of a thin elastic strip supported by a Winkler-type foundation under antiplane shear deformation
The derivation of the boundary conditions is the most challenging part of the asymptotic
techniques underlying low-dimensional models for thin elastic structures. At the moment …
techniques underlying low-dimensional models for thin elastic structures. At the moment …
Asymptotic analysis of 3D dynamic equations in linear elasticity for a thin layer resting on a Winkler foundation
B Erbaş, J Kaplunov, G Kiliç - IMA Journal of Applied …, 2022 - academic.oup.com
A 3D dynamic problem for a thin elastic layer resting on a Winkler foundation is considered.
The stiffness of the layer is assumed to be much greater than that of the foundation in order …
The stiffness of the layer is assumed to be much greater than that of the foundation in order …