Results 31 to 40 of about 1,886,341 (203)

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

Exponentially Varying Load on Rayleigh Beam Resting on Pasternak Foundation. [PDF]

open access: yes, 2019
This paper investigates the dynamic behavior of uniform Rayleigh beam resting on Pasternak foundation and subjected to exponentially varying magnitude moving the load.
Jimoh, Ahamed, Ajoge, Emmanuel Omeiza
core   +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

Free vibration of axially FG curved beam on orthotropic Pasternak foundation via mixed FEM

open access: yes, 2022
The main objective of this study is to present an accurate and consistent original formulation to describe the interaction between planar straight/curved beam structure and orthotropic foundation by highlighting the problematic orthotropic foundation ...
Eratlı, Nihal   +3 more
core   +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

The thermal and Pasternak foundation effect on the transient behaviors of the rectangular plate using a novel semi-analytical method

open access: yesJournal of Low Frequency Noise, Vibration and Active Control, 2021
This paper carries out the transient behaviors of a thin rectangular plate considering different boundary conditions, Pasternak foundation, and thermal environment simultaneously.
Xu Liang   +5 more
doaj   +1 more source

Dynamic stability of the euler nanobeam subjected to inertial moving nanoparticles based on the nonlocal strain gradient theory

open access: yesHeliyon
This research studied the dynamic stability of the Euler-Bernoulli nanobeam considering the nonlocal strain gradient theory (NSGT) and surface effects. The nanobeam rests on the Pasternak foundation and a sequence of inertial nanoparticles passes above ...
Mohammad Hashemian   +5 more
doaj   +1 more source

Static Analysis of Isotropic Beams Resting on Elastic Foundations of the Winkler-Pasternak Type

open access: yesVetor, 2023
Beams resting on elastic foundations are widely used in engineering projects, so analyzing their displacement fields is very important. The present work presents solutions for the deflection of isotropic beams resting on elastic foundations of the ...
Larissa Oliveira Santos   +2 more
doaj   +1 more source

Free Vibration Analysis of an Asymmetric Sandwich Beam Resting on a Variable Pasternak Foundation [PDF]

open access: yes, 2016
The free vibration analysis of a three layered asymmetric sandwich beam resting on a variable Pasternak foundation subjected to a pulsating axial load have been carried out under various boundary conditions by the computational method.
Pradhan, M., Dash, P.R., Mishra, M.K.
core   +1 more source

Size-Dependent Free Vibrations of FG Polymer Composite Curved Nanobeams Reinforced with Graphene Nanoplatelets Resting on Pasternak Foundations

open access: yesApplied Sciences, 2019
This paper presents a free vibration analysis of functionally graded (FG) polymer composite curved nanobeams reinforced with graphene nanoplatelets resting on a Pasternak foundation.
Mohammad Arefi   +4 more
doaj   +1 more source

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