Results 51 to 60 of about 117,906 (198)

Kinematic quantities of finite elastic and plastic deformation

open access: yes, 2012
Kinematic quantities for finite elastic and plastic deformations are defined via an approach that does not rely on auxiliary elements like reference frame and reference configuration, and that gives account of the inertial-noninertial aspects explicitly.
Arnold   +46 more
core   +1 more source

on the calculation of composite beams on two-parameter elastic foundations

open access: yesStructural Mechanics of Engineering Constructions and Buildings, 2010
This article describes application of the composite bar and plate theory developed by A.R. Rzhanitsyn for calculating composite beams on two-parameter elastic foundations.
V V Filatov
doaj  

Beams on Elastic Foundation. The Simplified Continuum Approach

open access: yesBulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, 2009
The key aspect in the design of flexible structural elements in contact with bearing soils is the way in which soil reaction, referred to qualitatively as soil’s reactive pressure (p), is assumed or accounted for in analysis. A magnitude and distribution
Iancu-Bogdan Teodoru
doaj  

Beam Elements on Linear Variable Two-Parameter Elastic Foundation [PDF]

open access: yesBulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, 2008
The traditional way to overcome the shortcomings of the Winkler foundation model is to incorporate spring coupling by assemblages of mechanical elements such as springs, flexural elements (beams in one-dimension, 1-D, plates in 2-D), shear-only layers ...
Iancu-Bogdan Teodoru, Vasile Muşat
doaj  

Finite Element Analysis of Compressive Stress-Strain Relations in Elastic Materials for Seat Foundation

open access: yesBioResources, 2023
Elastic materials for seat foundations come in a variety of materials, shapes, and dimensions. However, it is difficult to measure the stress-strain relationships of many elastic material combinations by conventional uniaxial compression tests.
Weikang Li   +7 more
doaj   +2 more sources

Ruch liniowego układu dynamicznego po losowo nierównej belce na sprężystym podłożu

open access: yesEngineering Transactions, 1971
Motion of a linear system on the uneven beam on an elastic foundations A dynamic system with elastic and viscous bonds is moving on the undulated surface of an indefinitely long beam on elastic foundations.
Andrzej CHUDZIKIEWICZ
doaj  

Iterative technique for circular thin plates on Gibson elastic foundation using modified Vlasov model

open access: yesTheoretical and Applied Mechanics Letters, 2019
In this paper, to investigate the influence of soil inhomogeneity on the bending of circular thin plates on elastic foundations, the static problem of circular thin plates on Gibson elastic foundation is solved using an iterative method based on the ...
Feng Yue   +3 more
doaj   +1 more source

Thermal stability analysis of eccentrically stiffened Sigmoid-FGM plate with metal–ceramic–metal layers based on FSDT

open access: yesCogent Engineering, 2016
This paper researches the thermal stability of eccentrically stiffened plates made of functionally graded materials (FGM) with metal–ceramic–metal layers subjected to thermal load. The equilibrium and compatibility equations for the plates are derived by
Pham Hong Cong, Nguyen Dinh Duc
doaj   +1 more source

Finite Element Analysis of Thick Circular Plates on Elastic Foundations

open access: yesTikrit Journal of Engineering Sciences, 2006
This paper deals with the linear elastic behavior of thick circular plates on Winkler type elastic foundations with both compressional and tangential resistances.
Riyadh J. Aziz   +2 more
doaj   +1 more source

Application of the Modified Vlasov Model to the Free Vibration Analysis of Thick Plates Resting on Elastic Foundations

open access: yesShock and Vibration, 2009
The Modified Vlasov Model is applied to the free vibration analysis of thick plates resting on elastic foundations. The effects of the subsoil depth, plate dimensions and their ratio, the value of the vertical deformation parameter within the subsoil on ...
Korhan Ozgan, Ayse T. Daloglu
doaj   +1 more source

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