Results 21 to 30 of about 402,077 (300)

Nano and viscoelastic Beck's column on elastic foundation

open access: yes, 2014
Beck's type column on Winkler type foundation is the subject of the present analysis. Instead of the Bernoulli-Euler model describing the rod, two generalized models will be adopted: Eringen non-local model corresponding to nano-rods and viscoelastic ...
Atanackovic, Teodor M.   +2 more
core   +1 more source

Dynamics of a coefficient of friction during non-stationary sliding of a parabolic indenter on visco-elastic foundation [PDF]

open access: yes, 2016
This article may be downloaded for personal use only. Any other use requires prior permission of the author and AIP Publishing. This article appeared in AIP Conference Proceedings 1783, 020041 (2016) and may be found at https://doi.org/10.1063/1.4966334 ...
Dimaki, Andrey V., Popov, Valentin L.
core   +1 more source

FROM WINKLER’S FOUNDATION TO POPOV’S FOUNDATION

open access: yesFacta Universitatis. Series: Mechanical Engineering, 2019
In recent years, the method of dimensionality reduction (MDR) has started to figure as a very convenient tool for dealing with a wide class of elastic contact problems.
Ivan Argatov
doaj   +1 more source

Capillary deformations of bendable films [PDF]

open access: yes, 2013
We address the partial wetting of liquid drops on ultrathin solid sheets resting on a deformable foundation. Considering the membrane limit of sheets that can relax compression through wrinkling at negligible energetic cost, we revisit the classical ...
Adda-Bedia, M.   +8 more
core   +2 more sources

Stability of Cracked Plates with Nonlinearly Variable Thickness Resting on Elastic Foundations

open access: yesJournal of Materials and Engineering Structures, 2022
In this paper, the stability of rectangular cracked plates with nonlinearly variable thickness resting on the elastic foundations is studied. The thickness of the plate varies exponentially along the x-axis.
Vinh An LE, Minh Phuc PHAM, Tuan Anh BUI
doaj  

Struts Carrying Non-Uniform Axial Load on Elastic Foundation [PDF]

open access: yesEngineering and Technology Journal, 1978
The paper presents table of modified swbility functions. They enable the prediction of the elnstic critical loads of structures with some members carrying linearly varying axial forces with zero axialforce at  one end. supported by or driven into elastic
Sabih Al-Saral
doaj   +1 more source

On micropolar elastic foundations

open access: yesEuropean Journal of Mechanics - A/Solids
The modelling of heterogeneous and architected materials poses a significant challenge, demanding advanced homogenisation techniques. However, the complexity of this task can be considerably simplified through the application of micropolar elasticity.
Adrianos E.F. Athanasiadis   +3 more
openaire   +4 more sources

Determination of the Spring Constant for the Horizontal Movement of Rigid Rectangular Foundations Resting on Elastic Subsoil

open access: yesApplied Sciences
In this paper, a formula for the spring constant Kx for the horizontal movement of rigid rectangular foundations resting on elastic subsoil and spring coefficient βx in this formula was derived, which demonstrates that βx depends on Poisson’s ratio ν. It
Wojciech Pakos
doaj   +1 more source

Free–Free Beam Resting on Tensionless Elastic Foundation Subjected to Patch Load

open access: yesMathematics, 2022
Despite the popularity of a completely free beam resting on a tensionless foundation in the construction industry, the existing bending analysis solutions are limited to certain types of loads (mostly point and uniformly distributed loads); these are ...
Abubakr E. S. Musa   +2 more
doaj   +1 more source

On the validity of the method of reduction of dimensionality: area of contact, average interfacial separation and contact stiffness

open access: yes, 2013
It has recently been suggested that many contact mechanics problems between solids can be accurately studied by mapping the problem on an effective one dimensional (1D) elastic foundation model. Using this 1D mapping we calculate the contact area and the
Lyashenko, I. A.   +2 more
core   +1 more source

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