Results 11 to 20 of about 119,142 (217)

Vibrations of Circular Plates Resting on Elastic Foundation with Elastically Restrained Edge Against Translation

open access: yesThe Journal of Engineering Research, 2018
The present paper deals with exact solutions for the free vibration characteristics of thin circular plates resting on Winkler-type elastic foundation based on the classical plate theory elastically restrained against translation.
L.B. Rao, C.K. Rao
doaj   +1 more source

Vibrations of Circular Plates with Elastically Restrained Edge against Translation and Resting on Elastic Foundation

open access: yesThe Journal of Engineering Research, 2016
The present paper deals with exact solutions for the free vibration characteristics of thin circular plates elastically restrained against translation and resting on Winkler-type elastic foundation based on the classical plate theory.
L.B. Rao, C.K. Rao
doaj   +1 more source

Foundation plate on the elastic half-space, deterministic and probabilistic approach

open access: yesMATEC Web of Conferences, 2017
Interaction between the foundation plate and subgrade can be described by different mathematical - physical model. Elastic foundation can be modelled by different types of models, e.g. one-parametric model, two-parametric model and a comprehensive model -
Tvrdá Katarína
doaj   +1 more source

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

Study on the Application of Elastic Wave CT Technique to Detect the Effect of Post-Grouting of Pile Foundation

open access: yesApplied Sciences, 2022
The post-grouting technology can effectively improve the bearing capacity and reliability of foundation piles, and it is of great academic and economic significance to evaluate the effect of post-grouting.
Shenggen Huang   +4 more
doaj   +1 more source

About Central Difference Method Applied for the Beams on Elastic Foundation [PDF]

open access: yesTransactions of the VŠB-Technical University of Ostrava, Mechanical Series, 2013
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
doaj   +1 more source

Study on Stability of Elastic Compression Bending Bar in Viscoelastic Medium

open access: yesApplied Sciences, 2023
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
doaj   +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

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  

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

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