Results 21 to 30 of about 14,541 (297)

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

Application of nonlinear soil resistance-pile lateral displacement curve based on Pasternak foundation model in foundation pit retaining piles

open access: yesRock and Soil Mechanics, 2022
As a direct retaining structure in the process of foundation pit excavation, the internal force and deformation of pile under horizontal load have great influence on the safety and economy of foundation pit engineering. In order to calculate the internal
ZHU Yan-peng   +5 more
doaj   +1 more source

ALK1 controls hepatic vessel formation, angiodiversity, and angiocrine functions in hereditary hemorrhagic telangiectasia of the liver

open access: yesHepatology, EarlyView., 2022
Hepatic endothelial Alk1 signaling protects from development of vascular malformations while maintaining organ‐specific endothelial differentiation and angiocrine portmanteau of the names Wingless and Int‐1 signaling. Abstract Background and Aims In hereditary hemorrhagic telangiectasia (HHT), severe liver vascular malformations are associated with ...
Christian David Schmid   +20 more
wiley   +1 more source

Winkler Coefficient for Beams on Elastic Foundation [PDF]

open access: yesERJ. Engineering Research Journal, 2002
Using the elastic continuum approach for the analysis ofbeam on elastic foundation, a method is developed to calculate an equivalent coefficient of subgrade reaction k to use in the Winkler model. It is shown that dividing the contact pressure produced from elastic continuum model by the corresponding settlement along the beam length generates length ...
Basuony M. EL-garhy, Mostafa M. osman
openaire   +1 more source

Buckling analysis of stiffened functionally graded multilayer graphene platelet reinforced composite plate with circular cutout embedded on elastic support subjected to in-plane normal and shear loads

open access: yesResults in Engineering, 2023
Buckling analyses of orthogonally stiffened functionally graded graphene platelet reinforced composite plate with circular cutout supporting on Winkler elastic foundation is conducted according to the third order shear deformation plate theory and the ...
Amin Kalhori   +2 more
doaj   +1 more source

Free–Free Beam Resting on Tensionless Elastic Foundation Subjected to Patch Load

open access: yesMathematics, 2022
Despite the popularity of a completely free beam resting on a tensionless foundation in the construction industry, the existing bending analysis solutions are limited to certain types of loads (mostly point and uniformly distributed loads); these are ...
Abubakr E. S. Musa   +2 more
doaj   +1 more source

The contact separation of a finite beam from the tensionless Winkler foundation due to the force acting at the one beam end [PDF]

open access: yesTehnika, 2018
In this paper, bending of a finite beam, positioned on the elastic foundation of tensionless Winkler type, is analysed. Beam is subjected to the two different types of load, concentrated vertical force acting at the one end in combination with the ...
Maretić Ratko B.   +2 more
doaj  

Analysis of free vibration of nano plate resting on Winkler foundation [PDF]

open access: yes, 2018
Present paper deals with the vibration analysis of nano plate supported by Winkler foundation using Eringen’s elasticity theory with Classical Plate theory.
Mohammad Sikandar Azam   +2 more
core   +1 more source

Rail Joint Model Based on the Euler-Bernoulli Beam Theory

open access: yesRomanian Journal of Transport Infrastructure, 2019
In this paper, a rail joint model consisting of three Euler-Bernoulli beams connected via a Winkler foundation is proposed in order to point out the influence of the joint gap length upon the stiffness of the rail joint.
Mazilu Traian   +4 more
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. The MDR modeling framework introduces an equivalent punch profile and a one-dimensional Winkler-type elastic foundation, called henceforth Popov’s foundation.
openaire   +5 more sources

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