An effective analytical method for buckling solutions of a restrained FGM nonlocal beam

This work studies the size-dependent stability analysis of restrained nanobeam with functionally graded material via nonlocal Euler–Bernoulli beam theory using the Fourier series. The nonlocal elasticity theory introduced by Eringen is utilized to show the size effect on the buckling response of res...

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Published inComputational & applied mathematics Vol. 41; no. 2
Main Authors Civalek, Ömer, Uzun, Büşra, Yaylı, Mustafa Özgür
Format Journal Article
LanguageEnglish
Published Cham Springer International Publishing 01.03.2022
Springer Nature B.V
Subjects
Online AccessGet full text
ISSN2238-3603
1807-0302
DOI10.1007/s40314-022-01761-1

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Abstract This work studies the size-dependent stability analysis of restrained nanobeam with functionally graded material via nonlocal Euler–Bernoulli beam theory using the Fourier series. The nonlocal elasticity theory introduced by Eringen is utilized to show the size effect on the buckling response of restrained functionally graded nanobeam. In addition, buckling loads of functionally graded nanobeam are obtained by classical elasticity theory as well to highlight the size effects. The influences of various parameters such as the nonlocal parameter, rotational restraints and power-law index on the critical buckling load of the functionally graded nonlocal beam are investigated. The contribution of this paper is that it presents an efficient analytical solution for the buckling response of functionally graded nanobeam with non-rigid boundary conditions.
AbstractList This work studies the size-dependent stability analysis of restrained nanobeam with functionally graded material via nonlocal Euler–Bernoulli beam theory using the Fourier series. The nonlocal elasticity theory introduced by Eringen is utilized to show the size effect on the buckling response of restrained functionally graded nanobeam. In addition, buckling loads of functionally graded nanobeam are obtained by classical elasticity theory as well to highlight the size effects. The influences of various parameters such as the nonlocal parameter, rotational restraints and power-law index on the critical buckling load of the functionally graded nonlocal beam are investigated. The contribution of this paper is that it presents an efficient analytical solution for the buckling response of functionally graded nanobeam with non-rigid boundary conditions.
ArticleNumber 67
Author Civalek, Ömer
Uzun, Büşra
Yaylı, Mustafa Özgür
Author_xml – sequence: 1
  givenname: Ömer
  orcidid: 0000-0003-1907-9479
  surname: Civalek
  fullname: Civalek, Ömer
  organization: Department of Medical Research, China Medical University Hospital, China Medical University, Department of Civil Engineering, Akdeniz University
– sequence: 2
  givenname: Büşra
  orcidid: 0000-0002-7636-7170
  surname: Uzun
  fullname: Uzun, Büşra
  email: buzun@uludag.edu.tr
  organization: Department of Civil Engineering, Faculty of Engineering, Bursa Uludag University
– sequence: 3
  givenname: Mustafa Özgür
  orcidid: 0000-0003-2231-170X
  surname: Yaylı
  fullname: Yaylı, Mustafa Özgür
  organization: Department of Civil Engineering, Faculty of Engineering, Bursa Uludag University
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Issue 2
Keywords Stability
05C50
Euler–Bernoulli beam theory
Functionally graded material
74G60
Stokes’ transformation
Fourier series
42A16
Nonlocal elasticity theory
Language English
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Snippet This work studies the size-dependent stability analysis of restrained nanobeam with functionally graded material via nonlocal Euler–Bernoulli beam theory using...
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SubjectTerms Applications of Mathematics
Applied physics
Beam theory (structures)
Boundary conditions
Buckling
Computational mathematics
Computational Mathematics and Numerical Analysis
Euler-Bernoulli beams
Exact solutions
Fourier series
Functionally gradient materials
Mathematical analysis
Mathematical Applications in Computer Science
Mathematical Applications in the Physical Sciences
Mathematics
Mathematics and Statistics
Nonlocal elasticity
Parameters
Size effects
Stability analysis
Title An effective analytical method for buckling solutions of a restrained FGM nonlocal beam
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