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Simple Two Variable Refined Theory for Shear Deformable Isotropic Rectangular Beams [PDF]

open access: yesJournal of Applied and Computational Mechanics, 2020
In this paper, a displacement-based, variationally consistent, two variable refined theory for shear deformable beams is presented. The beam is assumed to be of linearly elastic, homogeneous, isotropic material and has a uniform rectangular cross-section.
R.P. Shimpi   +2 more
doaj   +2 more sources

A refined shear deformation theory for flexure of thick beams [PDF]

open access: yesLatin American Journal of Solids and Structures, 2011
A Hyperbolic Shear Deformation Theory (HPSDT) taking into account transverse shear deformation effects, is used for the static flexure analysis of thick isotropic beams. The displacement field of the theory contains two variables.
Yuwaraj M. Ghugal, Rajneesh Sharma
doaj   +3 more sources

Static behavior of composite beams using various refined shear deformation theories [PDF]

open access: yesComposite Structures, 2012
Static behavior of composite beams with arbitrary lay-ups using various refined shear deformation theories is presented. The developed theories, which do not require shear correction factor, account for parabolical variation of shear strains and ...
Thai, Huu-Tai, Vo, Thuc
core   +2 more sources

Static and vibration analysis of functionally graded beams using refined shear deformation theory [PDF]

open access: yesMeccanica, 2013
Static and vibration analysis of functionally graded beams using refined shear deformation theory is presented. The developed theory, which does not require shear correction factor, accounts for shear deformation effect and coupling coming from the ...
A Chakraborty   +30 more
core   +4 more sources

A refined shear deformation theory for bending analysis of isotropic and orthotropic plates under various loading conditions [PDF]

open access: yesJournal of Materials and Engineering Structures, 2015
In this paper, a refined trigonometric shear deformation theory is applied for the bending analysis of isotropic and orthotropic plates under the various loading conditions. The two unknown variables are involved in the present theory. The present theory
Bharti Machhindra Shinde   +2 more
doaj   +3 more sources

Buckling Analysis of Embedded Nanosize FG Beams Based on a Refined Hyperbolic Shear Deformation Theory [PDF]

open access: yesJournal of Applied and Computational Mechanics, 2018
In this study, the mechanical buckling response of refined hyperbolic shear deformable (FG) functionally graded nanobeams embedded in an elastic foundation is investigated based on the refined hyperbolic shear deformation theory.
Aicha Bessaim   +5 more
doaj   +2 more sources

Buckling analysis of thick plates using refined trigonometric shear deformation theory

open access: yesJournal of Materials and Engineering Structures, 2015
In this paper, a refined trigonometric shear deformation plate theory is applied for the buckling analysis of thick isotropic square and rectangular plates.
Sachin Madhavrao Gunjal   +3 more
doaj   +1 more source

Vibration and buckling of cross-ply composite beams using refined shear deformation theory [PDF]

open access: yes, 2012
Vibration and buckling analysis of cross-ply composite beams using refined shear deformation theory is presented. The theory accounts for the parabolical variation of shear strains through the depth of beam.
Inam, Fawad, Vo, Thuc
core   +3 more sources

Analysis of Static Bending of Plates FGM Using Refined High Order Shear Deformation Theory

open access: yesJournal of Building Materials and Structures, 2019
This work deals with the analysis of the mechanical bending behavior of a rectangular plate simply supported on four sides (FGM), subjected to transverse static loading.
S. Merdaci   +3 more
doaj   +3 more sources

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

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