Results 21 to 30 of about 1,368,722 (222)

An Extension of the Pasternak Foundation Concept

open access: yesSoils and Foundations, 1985
ABSTRACT The Pasternak Foundation concept, a refinement of the Winkler Foundation theory, is briefly stated and its shortcomings pointed out. The [concept is extended to take into account material nonlinearity and body forces using an analytical approach.
POOROOSHASB, H.B.   +2 more
openaire   +2 more sources

Stability Analysis of Non-Local Euler-Bernoulli Beam with Exponentially Varying Cross-Section Resting on Winkler-Pasternak Foundation [PDF]

open access: yesNumerical Methods in Civil Engineering, 2017
In this paper, linear stability analysis of non-prismatic beam resting on uniform Winkler-Pasternak elastic foundation is carried out based on Eringen's non-local elasticity theory.
M. Soltani, M. Mohammadi
doaj   +1 more source

Quantification of cracks in beams on the Pasternak foundation using Haar wavelets and machine learning [PDF]

open access: yesProceedings of the Estonian Academy of Sciences, 2022
The inverse problem of crack identification, localisation and severity quantification is addressed in this article. The open cracks are simulated numerically in a homogeneous Euler–Bernoulli beam. The beam rests on the Pasternak foundation.
Helle Hein, Ljubov Jaanuska
doaj   +1 more source

Analytical solution for a viscoelastic plate on a Pasternak foundation [PDF]

open access: yesRoad Materials and Pavement Design, 2018
This work contributed an analytical quasistatic solution to the problem of an infinite viscoelastic plate supported on a Pasternak foundation and subjected to axisymmetric normal loading.
Lev Khazanovich, Eyal Levenberg
openaire   +1 more source

Behaviors of pile-column piers based on modified pasternak foundation model

open access: yesYantu gongcheng xuebao, 2022
The analysis of behaviors of pile-column piers in layered soils under inclined loads is extremely complicated. An improved Pasternak foundation reaction model considering the plastic yield characteristics of soils is proposed.
ZHANG Ling 1, 2, 3, YUE Shao 1, 2, 3, ZHAO Ming-hua 1, 2, 3, PENG Wen-zhe 1, 2, 3
doaj   +1 more source

Hydroelastic oscillation of a plate resting on Pasternak foundation [PDF]

open access: yesVibroengineering Procedia, 2017
The bending oscillations of the plate, resting in Pasternak foundation and interacting with a vibrating stamp through a thin layer of viscous incompressible liquid, are investigated. On the basis of hydroelasticity problem solution, the laws of the plate deflections and pressure in the liquid are found.
Dmitry V. Kondratov   +3 more
openaire   +1 more source

On the stability loss for an Euler beam resting on a tensionless Pasternak foundation [PDF]

open access: yesZeitschrift für angewandte Mathematik und Physik, 2013
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
NOBILI, Andrea, LANZONI, Luca
openaire   +3 more sources

Free vibration analysis of beams on a Pasternak foundation using Legendre polynomials and Rayleigh-Ritz method

open access: yesTrudy Odesskogo Politehničeskogo Universiteta, 2017
A free vibration of Euler-Bernoulli and Timoshenko beams resting on a two-parameter elastic foundation of Pasternak type has been investigated. Rayleigh-Ritz method is employed to deduce the governing equation and the Legendre polynomials multiplied by ...
Ахмад Рахбар-Ранжі   +1 more
doaj   +7 more sources

Nonlinear vibration of fluid conveying cantilever nanotube resting on visco‐pasternak foundation using non‐local strain gradient theory

open access: yesMicro & Nano Letters, 2020
Frequency analysis and forced vibration response of fluid conveying viscoelastic nanotubes that resting on nonlinear visco-pasternak foundation under magnetic field using size-dependent non-local strain gradient theory are considered in this study. It is
P. R. Saffari   +2 more
semanticscholar   +1 more source

Evaluation of the contact problem of two layers one of functionally graded, loaded by circular rigid block and resting on a Pasternak foundation by analytical and numerical (FEM and MLP) methods

open access: yesArchive of applied mechanics (1991)
In this paper, the frictionless contact problem of layers on a Pasternak foundation is addressed using various methods, such as the analytical method, finite element method (FEM), and multilayer perceptron (MLP).
Murat Yaylacı   +4 more
semanticscholar   +1 more source

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