DSC method for buckling analysis of boron nitride nanotube (BNNT) surrounded by an elastic matrix

Mercan K., CİVALEK Ö.

COMPOSITE STRUCTURES, cilt.143, ss.300-309, 2016 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 143
  • Basım Tarihi: 2016
  • Doi Numarası: 10.1016/j.compstruct.2016.02.040
  • Dergi Adı: COMPOSITE STRUCTURES
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.300-309
  • Anahtar Kelimeler: Discrete singular convolution, Nanostructures, Buckling, Computational modeling, Winkler foundation, DISCRETE SINGULAR CONVOLUTION, FREE-VIBRATION ANALYSIS, COMPOSITE CONICAL SHELLS, SHEAR DEFORMATION-THEORY, FOKKER-PLANCK EQUATION, CARBON NANOTUBES, RECTANGULAR-PLATES, NONLOCAL ELASTICITY, BEAM THEORY, DIFFERENTIAL-EQUATIONS
  • Akdeniz Üniversitesi Adresli: Evet

Özet

A simple mechanical model for buckling behavior of boron nitride nanotube (BNNT) surrounded by an elastic matrix is presented. A nonlocal-continuum model is proposed for BNNT using the Euler Bernoulli beam theory on an elastic matrix. The elastic matrix surrounded of the BNNT is modeled via linear spring model using the Winkler and Pasternak elastic foundation models. The equation is obtained by variational approach for budding and has been solved by two different approaches. Separation of variables and method of discrete singular convolution are used for computations. The influences of some geometric parameters of BNNT on buckling behavior are investigated in detail. The effect of mode numbers and nonlocal parameter on buckling behavior of BNNT has also been investigated. Finally, some parametric results are presented for BNNT buckling. It is noticed that the present DSC approach can predict accurately the buckling loads for nano-scaled structures. (C) 2016 Elsevier Ltd. All rights reserved.