Results 71 to 80 of about 118,872 (244)
on the calculation of composite beams on two-parameter elastic foundations
Structural 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
Theoretical 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
An elastoplastic model for unsaturated expansive soils based on shakedown concept [PDF]
, 2013 It is important to model the behaviour of unsaturated expansive soils subjected to hydromechanical loadings, because these wetting and drying cycles alter significantly their hydromechanical behaviour which may cause a huge differential settlement on the ...
Chazallon, C. +2 more
core
Advanced Engineering Materials, EarlyView.Low‐cycle fatigue damage in Mn–Mo–Ni reactor pressure vessel steel is examined using a combined electron backscatter diffraction and positron annihilation lifetime spectroscopy approach. The study correlates texture evolution, dislocation substructure development, and vacancy‐type defect formation across uniform, necked, and fracture regions, providing
Apu Sarkar +2 more
wiley +1 more source
BioResources, 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
Engineering 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
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Advanced Engineering Materials, EarlyView.Stabilization of L‐PBF Ni50.7Ti49.3 under low‐cycle loading was investigated. Recoverable strain after cycling was dependent on the amount of applied load. Recovery ratio was 53.4% and 35.1% at intermediate and high load, respectively. The maximum total strain reached 10.3% at a high load of 1200 MPa.
Ondřej Červinek +5 more
wiley +1 more source
Cogent 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
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Finite Element Analysis of Thick Circular Plates on Elastic Foundations
Tikrit 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
Advanced Engineering Materials, EarlyView.A numerical–experimental framework is developed for characterizing multi‐matrix fiber‐reinforced polymers (MM‐FRPs) combining epoxy and polyurethane matrices. Harmonic bending tests are integrated with finite element model updating (FEMU) to simultaneously identify elastic and viscoelastic material parameters.
Rodrigo M. Dartora +4 more
wiley +1 more source