Results 11 to 20 of about 18,792 (221)

Static behaviour of functionally graded plates resting on elastic foundations using neutral surface concept [PDF]

open access: yesArchive of Mechanical Engineering, 2021
In this study, static behaviors of functionally graded plates resting on Winkler-Pasternak elastic foundation using the four-variable refined theory and the physical neutral surface concept is reported.
Van Loi Nguyen   +3 more
doaj   +1 more source

Free Vibration Characteristics Analysis of Metal-Rubber Cylindrical Shells Based on Viscoelastic Theory

open access: yesApplied Sciences, 2023
The cylindrical shell made of metal rubber has a strong ability to reduce and absorb vibration, which widens its application in the industrial field.
Yan Bai, Pengfei Deng, Ke Fu, He Li
doaj   +1 more source

Comparison of Solutions to the Bending Problems of Three-Layer Plates on the Winkler and Pasternak Foundations

open access: yesМеханика машин, механизмов и материалов, 2021
Solutions of problems on axisymmetric bending of an elastic three-layer circular plate on the Winkler and Pasternak foundations are given. The bearing layers are taken as isotropic, for which Kirchhoff’s hypotheses are fulfilled.
Anastasiya G. Kozel
doaj   +1 more source

Dynamic stability of Timoshenko beams on Pasternak viscoelastic foundation [PDF]

open access: yesTheoretical and Applied Mechanics, 2018
The dynamic stability problem of a Timoshenko beam supported by a generalized Pasternak-type viscoelastic foundation subjected to compressive axial loading, where rotary inertia is neglected, is investigated.
Pavlović Ratko, Pavlović Ivan R.
doaj   +1 more source

The effect of two-parameter of Pasternak foundations on the dynamics and stability of multi-span pipe conveying fluids

open access: yesAdvances in Mechanical Engineering, 2020
In this paper, the dynamics and stability of multi-span pipe conveying fluid embedded in Pasternak foundation is studied. Based on Euler-Bernoulli beam theory, the dynamics of multi-span pipe conveying fluid embedded in two parameters Pasternak ...
Nan Wu   +3 more
doaj   +1 more source

Analysis of beam-column elements on non-homogeneous soil using the differential transformation method

open access: yesRevista Facultad de Ingeniería Universidad de Antioquia, 2021
This paper describes an analytical approach to conduct an analysis of beam-column elements with generalized end-boundary conditions on a homogeneous or non-homogeneous Pasternak elastic foundation.
Juan Sebastián Carvajal-Muñoz   +2 more
doaj   +1 more source

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.
H.B. Poorooshasb   +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

Effect of a forced harmonic vibration pile to its adjacent pile in layered elastic soil with double-shear model [PDF]

open access: yes, 2014
A new model named double-shear model based on Pasternak foundation and Timoshenko beam theory is developed to evaluate the effect of a forced harmonic vibration pile to its adjacent pile in multilayered soil medium.
Lo, SH, Wang, J, Zhou, D
core   +1 more source

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