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About Central Difference Method Applied for the Beams on Elastic Foundation [PDF]
This article is focused on the widely spread theory of straight and curved beams rested on elastic (Winkler's) foundation. For solution of these problems of mechanics, the Finite Difference Method (i.e. Central Difference Method) can be applied.
Marek NIKODÝM, Karel FRYDRÝŠEK
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Study on Stability of Elastic Compression Bending Bar in Viscoelastic Medium
In the southeastern coastal regions of China, thick layers of marine soft soil are widely distributed, exhibiting characteristics such as high compressibility, high porosity, low strength, high sensitivity, and easy thixotropy, and these viscoelastic ...
Xiaochun Zhang, Jianhan Hu, Shuyang Chen
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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
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FROM WINKLER’S FOUNDATION TO POPOV’S FOUNDATION
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
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Struts Carrying Non-Uniform Axial Load on Elastic Foundation [PDF]
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
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Nano and viscoelastic Beck's column on elastic foundation
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
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Stability of Cracked Plates with Nonlinearly Variable Thickness Resting on Elastic Foundations
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
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Surface tension and the Mori-Tanaka theory of non-dilute soft composite solids
Eshelby's theory is the foundation of composite mechanics, allowing calculation of the effective elastic moduli of composites from a knowledge of their microstructure.
Mancarella, Francesco +2 more
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On micropolar elastic foundations
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
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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
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